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Tender Value
₹40.7 Cr
EMD Value
₹40.7 L
Closing Date
20 May 2026, 10:00 pmClosed
Public Works Department
PRAVEEN R HULJI
CONSTRUCTION OF PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA BUILDING AT BELAGAVI DISTRICT
PWD/2025-26/BD/WORK_INDENT31327
PWD/2025-26/BD/WORK_INDENT31327
Open
Buildings
Two Tender Document System(Two Cover)
PWD Division Office Belagavi
12 documents required · 12 mandatory
Constitutional and Legal Status of the Tenderer
Principal Place of Business (Full address)
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2021-22, 2022-23, 2023-24,2024-25 and 2025-26 Satisfactorily completed, as prime contractor, at least one similar nature of work such as Construction of Building Work of value not less than Rs.2033.85 Lakhs.
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23, 2023-24,2024-25 and 2025-26 executed the following minimum quantities of work Earthwork in excavation /Filling 7299.00 Cum, Concrete Work(PCC/RCC/CC) 4488.00 Cum, Solid Concrete Block Masonry/BBM/SSM/AAC 1289.00 Cum, All type of Flooring / Daddoing 8855.62.00 Sqm, TMT Steel Reinforcement 590.10 Tonne. Wood Works 9.46 Cum Plastering all thickness 32503.00 Sqm
The tenderer should be a KPWD registered Class-I Contractor
Each tenderer should demonstrate availability of few key equipment/machineries for execution of the work. Excavator (Hydraulic Excavator/Backhoe loader) -Own 1 No. Hired 1 No., Tipper -Own 3 No. Hired 3 No., Concrete Batching & Mixing plant minimum 30Cum/Hour-Own 1 No. Transit Mixer Own 2 No. - Hired 2 No.,Water Tanker-Own 2 No. - Hired 2 No.,Lifting Crane/Construction Elevator Hired 1 No, Steel Centering, Shuttering Materials Own 500 Sqm - Hired 500 Sqm. and Plate/Pin Vibrator Own 2 No. - Hired 2 No
The Tenderer or his identified sub contractor should possess required valid electrical license for executing building Electrification works, Fire fighting works, Lift, and All Electrical Accessories issued by KPWD/Government electrical Inspectorate and should have executed similar Building electrical works totaling Rs.240.17 Lakhs in any one year.(2021-22 to 2025-26)
The Tenderer or his identified sub-contractor should possess valid license for executing building Water supply & sanitary works engineering works issued by BWSSB/KUWS&DB and should have executed similar building water supply/sanitary engineering works totaling Rs.29.00 Lakhs in any one year(2021-22 to 2025-26)
Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded
The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Information on works which are yet to be completed, Information of the works for which Tender Acceptance letters are recieved, Information of the works for which Tenderer has submitted Tender, Information on litigation in which the Tenderer is involved
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers
Assessed Tender Capacity shall be more than the Tendered Amount
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to ( AxNx1.5 - B ) where A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. 1.5 Year where B equal to Value, at 2026-27 price level, of existing commitments and on-going works to be completed during the next 1.5 Year form the probable date of Award of this contract.
Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.677.95 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022).
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23, 2023-24 ,2024-25 and 2025-26 Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) of Rs.5423.61 Lakhs.
The EMD of Rs. 40,67,800.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs. 1,00,000.00 by e -payment Part (2) Rs.39,67,800.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee/Insurance Surety Bonds should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids.
Information in Format 10
₹7,500
₹40.7 L
19 Apr 2026
19 Apr 2026
21 May 2026
5 May 2026
5 May 2026
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2020-21 to 2024-25
Financial Year (April-March) Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)
Earth work excavation in Cum RCC/PCC (in Cum) Solide concrete block masonry/BBM//SSM/AAC (in Cum) TMT Steel (in tons) Wood Works (in Cum) Plastering in all thickness (in Sqm) Flooring/Dadooing(in sqm)
Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.
Note : Documents shall be attested by the Notary or Government Gazetted
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
has executed/ is executing(strike off which ever is not applicable) the work of .............................................
in this Organisation. The details of the work is as under:
1 Name of the Project :
2 Name of the Work :
3 Contract Amount :
4 Date of signing the Agreement :
5 Date of handing over of the Site :
6 Progress * : 2020
January February March April May June July August September October November December
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
Progress * : 2021
January February March April May June July August September October November December
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
Progress * : 2022
January February March April May June July August September October November December
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
Progress * : 2023
January February March April May June July August September October November December
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
Progress * : 2024
January February March April May June July August September October November December
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
Progress * : 2025
January February March
Earth work excavation in Cum Physical in cum :
Financial in lac :
RCC/PCC (in Cum) Physical in Cum :
Financial in lac :
Solide concrete block masonry/BBM//SSM/AAC (in Cum) Physical in cum :
Financial in lac :
TMT Steel (in tons) Physical in Cum :
Financial in lac :
Wood Works (in Cum) Physical is Qtl :
Financial in lac :
Plastering in all thickness (in Sqm) Physical in Sqm :
Financial in lac :
Flooring/Dadooing(in sqm) Physical :
Financial in lac :
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion
9 Actual Date of Completion/ Probable Date of Completion
10 Cost of balance work (if work is in progress) :
11 Reasons if any for delay in completion, if work completion is delayed :
12 Penalty if any imposed :
13 Any other information :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of Work Names of Employers 2020 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.
Information on works which are yet to be completed.
(EXISTING COMMITMENTS AND ON-GOING WORKS)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Note : Documents shall be attested by the Notary or Government Gazetted.
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site
Attach letters of Acceptance received.
Note : Documents shall be attested by the Notary or Government Gazetted.
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
List of Machineries Required
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.
BANKER’S CERTIFICATE
This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract
Name of the Bank, Senior Bank Manger
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
Detailed Project Report
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Building Estimate
ESTIMATED COST : Rs. 55.00 CRORE
Executive Engineer
PWD-DIVISION, BELAGAVI
TECHNICAL CONSULTANTS
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED,
Dharwad, Bengaluru, Mysore, Davanagere.
9th Cross, D N Koppa, Kelageri Road
[email protected] ; www.jalavahini.com
BELAGAVI SUB DIVISION
BELAGAVI DIVISION
BELAGAVI SUB DIVISION, BELAGAVI DIVISION
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Sl. No Particulars
Building Estimate VOLUME - I
3 General Report on Estimate
4 Design Basis Report
5 Abstract of Estimates
6 Basement Floor Estimate (Civil Works)
7 Water supply & Sanitary Estimate- Basement Floor
8 Stilt loor Estimate (Civil Works)
9 Water supply & Sanitary Estimate- Stilt Floor
10 Ground floor Estimate (Civil Works)
11 Water supply & Sanitary Estimate- Ground Floor
Building Estimate VOLUME - II
12 First floor Estimate (Civil Works)
13 Water supply & Sanitary Estimate- First Floor
14 Second floor Estimate (Civil Works)
15 Water supply & Sanitary Estimate- Second Floor
16 Third floor Estimate (Civil Works)
17 Water supply & Sanitary Estimate- Third Floor
18 Terrace floor Estimate (Civil Works)
19 Sump Tank Estimate
20 Bio Digester & Utility Shifting
21 Borewell Estimate
22 Dismantling Estimate
Utility & Infrastructure (PART-II) VOLUME - III
23 Compound wall Estimate
24 Road Estimate
25 RCC Drain Estimate
26 Box Culvert Estimate
27 RO Drinking water Units Estimate
28 Rain Water Harvesting System and Ground Recharge + Storage Sump (30,00 ltrs)
29 Stone Ornamental Works Estimate
30 Trees Plantation
31 Architectural Balustrade, Railings
32 Electrical Estimates
33 Fire Fighting Estimates
Drawings VOLUME - IV
29 Drawings Water supply & Sanitary Estimate- Second Floor
a Layout Drawing Estimate for Sump Tank
b Architectural Drawing Estimate for Water Truff
c Structural Drawing
d Electrical Drawing
e Fire Fighting Drawing
14 Third floor Estimate (Civil Works)
15 Water supply & Sanitary Estimate- Third Floor
19 Compound Wall
14 Third floor Estimate (Civil Works)
15 Water supply & Sanitary Estimate- Third Floor
BELAGAVI SUB DIVISION, BELAGAVI DIVISION
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Sl. No Particulars
Building Estimate VOLUME - I
3 General Report on Estimate
4 Design Basis Report
5 Abstract of Estimates
6 Basement Floor Estimate (Civil Works)
7 Water supply & Sanitary Estimate- Basement Floor
8 Stilt loor Estimate (Civil Works)
9 Water supply & Sanitary Estimate- Stilt Floor
10 Ground floor Estimate (Civil Works)
11 Water supply & Sanitary Estimate- Ground Floor
#REF! Third floor Estimate (Civil Works)
#REF! Water supply & Sanitary Estimate- Third Floor
#REF! Compound Wall
#REF! Third floor Estimate (Civil Works)
#REF! Water supply & Sanitary Estimate- Third Floor
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
Detailed Project Report
ESTIMATED COST : Rs. #REF! CRORE
Executive Engineer
PWD-DIVISION, BELAGAVI
TECHNICAL CONSULTANTS
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED,
Dharwad, Bengaluru, Mysore, Davanagere.
9th Cross, D N Koppa, Kelageri Road
[email protected] www.jalavahini.com
BELAGAVI SUB DIVISION
BELAGAVI DIVISION
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
KUMATA SUB DIVISION
KARWAR DIVISION
Detailed Project Report
ESTIMATED COST : #REF! LAKHS
TECHNICAL CONSULTANTS
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED,
9th Cross, D N Koppa, Kelageri Road
(PARAGRAPH 130 (a) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE)
ESTIMATE FACE SHEET
DIVISION :- PWD Division, Belagavi
Sub-Division :- PWD SubDivision, Belagavi
Sanctioned Estimate No:
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Head :-
Service Head :-
Departmental Head :-
The estimate is prepared with the Office of the Assistant Executive Engineer , PWD Sub Division Belagavi, and for the office of the, Executive Engineer , PWD-DIVISION, BELAGAVI.
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Administrative Approved under :-
Technically Sanctioned under :-
Estimate prepared by :-
& checked by :- Sections Officers
Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
(As per para 133 of K.P.W.D)
Cerified that I shri ____________________ _____________________ Assistant Executive Engineer , PWD Sub Division Belagavihas personally, visited the site and prepared the estimate using the sanctioned PWD schedule of rates of relevant Circle and providing for the most economical and safe way of executing the work.
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Assistant Engineer Assistant Executive Engineer
PWD Sub Division Belagavi
(As certified vide G.O No. PWD SL CMS 96 Dt. 27-06-1991)
Certified that suffficient care has been taken while preparing the estimates in respect of the above mentioned work to see that necessary items which are technically required for the work in sufficient quantity as per site condition are included while preparing the estimate, and specification of items included are required and correct.
Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency. The said work are not been included/proposed/over lapped in any other proposed programme.
Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
1.0 Introduction
#REF! The Belagavi district office is a very old building,dating back over a centuries. The existing office buildings are of iconic heritage., building with lot of historical importance. District administration has requirement for PROPOSED DISTRICT OFFICE COMPLEX AT Belagavi, Belagavi DISTRICT and this project planning is prepared by chief architect, PWD Karnataka. It is designed, accordingly as per the user requirement DPR is prepared by Jalavahini Management Services Pvt Ltd, Dharwad. Including structural design.
The Belagavi district office complex is allotted in Belagavi city limits under Belagavi City village, 9 acres of land bearing survey number 5. The proposed Belagavi district office complex is given administrative approval under governemnt order number ___________
2.0 Architectural Plan
The District office complex is Architecturally planned & designed as per the requirement of district authorities. The planning is done by the chief Architect, GOK, Bengaluru. Architectural plans provided GF+2 floors, with second floor having sloped roof, with central dome architecturallly.
In plan front and rear offices are accessible by curved connecting corridors. Central portion is Dome at top and can be used for multifunctional activities at ground floor. In ground floor Parking, Election Store & Officers, Bank, Post office, MP office, District Minister Office, sakala, Kitchen & Canteen, Strong Room, Disabled office, VIP Waiting Lounge, Gents & Ladies Toilet and Toilet for officer & offices is proposed. In first floor is exclusively D C Office with DC related offices, Storage, Meeting hall, Court & other units, Food & Drought Sections and Gents & Ladies Toilet are provisioned in plan. In second floor Various offices are provisioned like, Dept of Sericulture, Video Conference Hall, Computer section, Employment exchange, Jal Nirmal Office, KSPCB, Dept of mines & Geology, Consumer forum, MI Dept, Dept of small savings, Dept of Social wel fare, Devraj urs backward communities, NIC, Dept of water shed, Dept of animal husbandary, Dept of women & child, Co-operative society, AD drugs controller, Dept of textiles, City survey and DDLR offices are proposed in plan. Construction of Ground floor will may be taken up as phase-1 of the project and First floor & Terrace Floor are taken up in phase-2 of the works.
Overall it can be summurised that, the ground floor is reserved for the parking and the building is designed for G+2 floors. The plan envisages the offices, meeting halls, administrative blocks, Toilets and all the ancillaries like power supply system, Data System, water Supply and sanitation. The provisions of green building are also provisioned.
3.0 Structural Design :
The building are designed for G+2 floors.The SBC at the site is ascertained and the designs are carried out as per IS Standards.
The complete structure is a R.C.C structure frame of slab, and beam along with walls of Brick Work. The Safe Bearing Capacity of soil at the proposed site is conducted and the minimum value of SBC is adopted for design. The beams are provided below each of the wall structure and else where as per the structural requirement. The R.C.C frame structure design is based on the relevant IS codes and predominately IS 456-2000: Code of Practice for Concrete and Code of Practice for Earth Quake Resistance structure.
The entire structure is analyzed for various loads using STAAD.Pro v8i. The structure is analyzed & designed to obtain the requisite safety levels for strength & deflections as per the standards. The structure is modeled as per architectural plan and dead, live,& seismic loads have been applied after calculating as per codes .The horizontal members are independently analyzed for loading conditions with respect to bending moment and shear forces. The designs for the beams is based on the limit state analysis.
4.0 Estimate provisions
The estimate are prepared based on PWD Common SR 2021-22 (continued for 2022-23). The provisions in the estimate are : -
1) Lowering and Levelling of Site area considered. 1
2) Earth work excavation in all kind of soil up to 0.6m depth and Soft Rock without blasting for a total depth of 2.0m. 2
3) PCC of M10 concrete, and for structural members M25 concrete to the footings, columns & Beam-slab system is provisioned in Estimate. 3
4) Construction RCC retaining wall (drop wall) below plinth for earth retention is Considered. And Retaining for Parking Entry and exit 4
5) Construction of size stone masonry is considered as foundation for Entrance and Rear steps as per requirement with RCC provisions. 5
6) BBM masonry of 230mm thick for main walls, 115mm thick BBM for partition walls is considered in estimate. 6
7) Earthwork excavation and filling sides of foundation up to plinth, by reusing the some of excavated hard soil portion is provisioned. Remaining murrum to be brought from outside. 7
8) All RCC members are of M30 concrete of Ready Mix Concrete (RMC) with 20mm and down size aggregate. 8
9) TMT steel of Fe550. is considered as reinforcement. 9
10) RCC Chajja of box type 0.3m projection is provided for windows and ventilators in M20 of RMC. 10
11) Providing and removing centering, shuttering, strutting for RCC work is included in RCC item as per the percentage given in SOR 2023-24 in Appendix I. 11
12) Providing 20 mm thick plaster in 1:4 cm for exterior surfaces. 12
13) Providing 15 mm internal Plaster in 1:4 cm 13
14) Frames of Sal wood for Entrance doors, and all door frame is considered for door opening except toilets doors. 14
15) Shutters of Honne wood for entrance & all other doors and Flush door shutters made out of solid core type door shutters is considered for all attached Toilet entry door shutters. 15
16) PVC door frames and PVC shutters are provisioned for WCs, Attached Toilets and disabled toilets. 16
17) Windows are considered with Sal wood frame & fully glazed Teak Style shutters with uPVC frame and glazed shutter for ventilators considered for openings. 17
18) MS frame with MS shutter door are considerd at the entrance of block. 18
19) 19mm thick water cut/ gang saw Granite flooring for Corridors/ Lobbies is provisioned for corridors and vitrified flooring is considered for internal rooms. 19
20) Ceramic tiles of approved make shade and size is considered for wc, bath and toilets. 20
21) 2 coats of Plastic emulsion paint is considered for internal painting over 2 coats of wall putty. For exterior walls Exterior paint is considered. 21
22) Enamel paint over primer coat is considered for MS works (Grills & MS doors). 22
23) S.S.hand Rails of 304 Grade is provided for RAMP at entrance, Around OTS and Straircases. 23
24) Water supply, sanitation for Building and Bore well is provisioned in the Layout. 24
25) Water proofing layer of modified polyeruthane membrane is considered over exposed top roof slab. 25
26) External and Internal Electrification is provided for each building and Layout. 26
27) Provision for Rain water Harvesting is made with 2 Nos of sump of 30,000 litre capacity. 27
28) Septic Tank, UGD and Sump tank are provisioned as per the requirement. 28
29) RO Drinking Water Units are Considered for Each Floor 29
30) Roads and Drains are provided as per layout plan and requirement. 30
31) Central Dome are considered as per architectural plan in RCC with Self Compacting concrete. 31
#REF! Estimates are prepared as per the PWD Common Engineering SoR 2021-22 (continued for 2022-23) for Karnataka with adequate Area specific loading and issue rates as and if applicable for the PROPOSED DISTRICT OFFICE COMPLEX AT Belagavi, Belagavi DISTRICT Estimated Cost for the Proposed projects is Rs - 4900 Lakhs
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Belagavi district is located in the Northern part of Karnataka. This area is popularly known as Kittur Karnataka. The district is bordering Maharstra state. This is one of the biggest district in Karnakata. The total area is 13,415 Sq Km with a population of 47,79,661 Souls as per 2011 Census. The Belagavi city houses the second Legislature home Suvarna Vidhan Souda near Belagavi. This is also known as second capital by virtue of this building. PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI.
Belagavi is a highly industrialized city. There are many major Industries like Hindalco, Ashok Iron Works, Gokak Mills, many Sugar factories, cement factories and a thriving Industrial estates housing leading units. Belagavi is known for its Cast Iron Industry, Hydraulic industry, Pharma industry. etc. Belagavi houses many institutions of Engineering, Medicine etc. Belagavi city itself has 6 engineering colleges, 2 Medical colleges etc.
2 Administrative unit
Belagavi is the head quarter for 15 taluks viz., Belagavi, Bailhongal, Chickodi, Gokak, Hukkeri, Raybag, Ramdurg, Athani, Saundatti, Khanapur, Kittur, Nippani, Kagawad, Mudalagi, Yaragatti. District commissioner is the administrative head for the district.DC administers with Belagavi as HQ. Presently the DC office is located near Channamma circle. The DC office is housed partly in a old building which are renovated as and when necessary
However, no specific office has been built to meet the modern needs of DC office. Other offices like Register, Taluk Panchayath, Cada, Land records etc have come up in the adjacent premises in due course of time. There are many other offices located in the same premises. This is the main heart of Belagavi city. Presently we can see variety of buildings of different age from Tiles roofed to RCC buildings.
3 Necessity of Complex
The Govt of Karnataka, as a policy has been establishing new PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI in District Headquarters to house DC office and all revenue related offices. The new DC complex have been completed in many districts already. In pursuance of state policy and the deterioting conditions of DC office and other related buildings, it is long overdue to construct the New Modern DC office complex in Belagavi. It is the need of the hour to shift to new premises with all modern facilities to suite the conditions of the day. This will help all the offices to be located in a common premise. This will help the administration for better functioning with state of art planned building with all necessary infrastructure. Hence the necessity of new complex for DC Office.
4 Administrative approval.
Administrative approval for Rs 55 Cr is provided by the Revenue Department, Govt of Karnataka adverting to GO No. : RD/WBR2023 (E-1239795), Bengaluru, Date : 19-12-2025 and 20 Cr will be provided by the PWD funds under Departmental Buildings, adverting to GO No:PWD/1111/IFA/2025(e-Office) Bengaluru, Dated:28.10.2025.
Govt of Karnataka intends to construct DC office complex which will be located near Channamma Circle in Belagavi. Thus will be known as PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI. Project's DPR is prepared by DPR consultant Jalavahini Management Services Pvt Ltd, Dharwad. DPR Estimated cost is 75 Crore. Project will be taken in 2 phases. Under Phase-I, Rs 55 Crore grant is given by Revenue Department. In which Dismantling of existing buildings, Building's Complete Civil works with water supply & sanitary works, Internal Electrical works, Sump Tank, Biodigester & utility shifting and sump tank will be executed. Under phase-II, Rs 20 Crore grant will be given by PWD Department, in which Compound wall, Road, Drain, Culverts, RO water unit, Rain water harvesting,Tree plantation, Special Ornamental Finish Work for RCC Columns & Architectural Balustrade, Railings and furnituresprovision is made. Price adjustment provision is made in both phase-I and phase-II estimates.
6 Project Site :
The location of the proposed site is near the channamma circle in Belagavi city. Presently more than 30 old office blocks are existing. There is no extra space to accommodate new offices. In view of the non-availability of alternate suitable site, some of existing buildings will be demolished to clear the site for construction of New DC complex offices. Treasury office Building, SubRegistar Office and Crime Police Station. – 3 office 1 Building, Lokayukta SP Office – 1 office -1 Building, Dist Govt Pleader’s office – 2/3 offices -1 Building and Car Parking Area) The GPS location of proposed building is Latitude -15°27'28.51"N, Longitude- 75°0'24.41"E. The dimensionss of proposed building construction site as per layout plan is 70.7m along East-West and along 38.45m North-south, where 2 sides are abutting major road and 2 sides abutting internal roads.
The location of proposed building was finalised after discussion. The building is in traditional Architectural Style with Ornamental Columns, balustrades, domes & other features to suit the elevation. Based on the convenience of the public, centrally located Old DC office area along with existing building is identified for construction of New DC office.
Total approximate land available for the project is 11,514 sqm. Project site area abuts the main road on North side which will house the Main entrance with approach road. Proposed project site is an independent site without any encroachment and is in possession of Govt. It is ready for taking up the construction immediately after necessary formalities of shifting of present offices and demolition of buildings etc.
The ground of the proposed area is sloping from front towards the back side i.e from North to South. Similarly it is sloping from East to west. No water body or Nalas exist in this premises and the site does not have any major flooding history in the near past.
7 Architectural Plan
Architectural Plans are finalised by Chief Architect Govt. of Karnataka based on the client’s requirement and are approved by user department i.e, D.C Belagavi. The proposal is to construct a complex to house various offices of Revenue and other related offices.
Basement Floor : Parking Area - No of Cars = 52 Cars, and Two wheeler parking, Front and Right Lobby with staircase- 2 Nos. are proposed. Stilt Floor : Bhoomi Kendra, Sakhi Room, Nadakacheri, Cyber Crime Police check post, Election material store and Multipurpose Hall (125 Nos Capacity), Car Parking for 25 Nos and Gents & Ladies Toilets are proposed. (52+25=77 Cars). Ground Floor : Office of JDLR and Office ADLR of Revenue Dept and Corridors, Lifts-5, Staircases-4 & 2 Nos of Gents & Ladies Toilet are provided the in plan. First Floor : Joint Director of Food & Civil Supplies, Central Records, Asst Commissioner office and Corridors, Lifts-5, Staircases-4 & 2 Nos of Gents & Ladies Toilet are provided the in plan second Floor : DC and ADC office and Corridors, Lifts-5, Staircases-4 & 2 Nos of Gents & Ladies Toilet are provided the in plan Third Floor : Regional Commissoner office & Asst Regional Commissoner and Corridors, Lifts-5, Staircases-4 & 2 Nos of Gents & Ladies Toilet are provided the in plan are proposed. Terrace Floor-1 A : 4 Dome’s walls at 4 corners, 4 Dome’s walls beside lobby and Central Dome walls. Terrace Floor-1-B : Central Dome.
The building is in traditional Architectural Style with Ornamental Columns, balustrades, domes & other features to suit the elevation.
Floor area statement
Area statement according to Architectural planning is:
Basement Floor - 2473.0 Sqm
Stilt Floor 2396.5 Sqm
Ground Floor 2174.2 Sqm
First Floor 1936.9 Sqm
Second Floor 1936.9 Sqm
Third Floor 1936.9 Sqm
Terrace Floor - 1-A 122.9 Sqm Terrace Floor (Lvl-I)-
Terrace Floor - 1-B 66.9 Sqm
Total 13044.2 Sqm
Infrastructure Works :
Provision for Internal Water Supply, Sanitation, Electrification has been made. Internet data System, Telephone, CCTV, Solar Power etc. have been included in the Phase-I estimate. All the external infrastructure works such as bituminous roads, ornamental decoration as per Architects design,Pre-cast compound wall, chain link fencing for garden, Rain water harvesting, CC Drains and Bio-digester of 25 KLD is provided in Phase-II. Cost Provision is made for Landscaping & trees.
The topographical survey of the site was conducted based on the boundaries marked by the revenue staff. The site is not much undulating. Site is sloping towards south. However the road is above the GL at front of site. The natural Ground Level is sloping towards south from North. Total station was used for the survey. Additionally Drone survey was also conducted for any future digital reference.
9 Soil Investigation:
The total area of site, 3 Trial pits were taken at different location to a depth of 1.5m and 2m depth for SBC. The soil is a gravel mixed with boulders. The trial pit shows a soil strata of ordinary soil up to 1m depth, 1.5m depth upto hard soil, further depth predominantly in soft rock or boulders in upper reaches. In lower reach it is 0.50 m hard soil and 1.50 m soft rock/boulders. Hence the strata evaluation at intermediate depth is not taken up due to unreliable strata. No water table is encountered during bore logging.
The SBC was evaluated and detailed geotech report prepared. The maximum pressure below the footings was maintained below 30 ton/sqm for the designs at a depth of 3.5 m from respective ground level.
10 Electrification.
Electrification & communication completely from source at 11 KV tapping is adopted. The lighting & power points are provided as per the requirement. Air conditioning has been provided for the all officer chambers and meeting halls only. On grid solar systems are also included as ecofriendly and diesel generator set is provided to cover the power failure.
11 Data communication management
Data communication is made available to all the required places. The network of data cables is run around the building and accessed suitably in to the rooms as per the control systems.
12 Dismantling work
Before constructing the proposed office building, complete site area needs to be cleared of existing buildings (Building -1 : Treasury office, SubRegistar Office and Crime Police Station, Building -2 : Lokayukta SP Office, Building -3 : Dist Govt Pleader’s office and Parking Area). Provision for detail estimate of dismantling of above mentioned building structures is made in the DPR. The dismantled building material valuation is made after considering wastages, estimate of the same is enclosed in the DPR. The payment for dismantling will be made to successful bidder only after deducting the material valuation cost as per the enclosed estimate in the DPR.
13 Structural Design :
The complete structure is a R.C.C structure frame of columns, beam and slab along with walls Work. The Safe Bearing Capacity of soil at the proposed site is conducted and the minimum value of 30.0 T/m2 at 3.50m is adopted for design. The beams are provided below each of the wall structure and elsewhere as per the structural requirement. The R.C.C frame structure design is based on the relevant IS codes and predominately IS 456-2000: Code of Practice for Concrete and Code of Practice for Earth Quake Resistance structure 1893-2016 & IS 13920 – 2016.
The entire structure is analyzed for various loads using STAAD.Pro v8i. The structure is analyzed & designed to obtain the requisite safety levels for strength & deflections as per the standards. The structure is modeled as per architectural plan and dead, live& seismic loads have been applied as per codes .The horizontal members are independently analyzed for loading conditions with respect to bending moment and shear forces. The designs of all components of the building are based on the limit state analysis.
In view of the location of the project site being in seismic zone area and the importance of the structure, seismic zone-III has been adopted. The structural design has been carried out for seismic zone-III with min grade of M30 concrete for medium to severe climatic condition with1.5 to 2 hours fire resistance. The cover to reinforcement is arrived at based on these two criteria. The zone of increased SBC has been considered for seismic condition. The importance factor of value 1.5 has been adopted in design. The Dynamic Seismic analysis is adopted for detailing. The designs have been made for the Basement, B+Stilt+G+3 floors. In view of the Architectural elevation, no extra floor is provisioned in other Terraced area.
The complete area will be cleared of existing buildings, levelled and construction taken up. The foundation in the form of isolated or combined footings is adopted for complete area, based on loading condition. Min grade of M30 for RCC is adopted. Anti-termite treatment is proposed for complete plinth area including portico of the structure. For Confinement of filled up soil confining wall is proposed around the periphery of raised portion on basement floor of the building. Murrum from outside is used for back filling for the deficient requirement up to plinth level. The plinth beams extend internally to provide connectivity at plinth level.
The drive way & open court yard have been finished with concrete floor. The flooring of granite tiles is adopted for all corridor areas, stair cases rooms and stair case steps. Vitrified tiles are provided for all the rooms and officer chambers. Antiskid granite tiles for flooring, cladding in ceramic tiles is adopted for the toilet blocks. Doors of Sal wood frame and Honne wood shutters & Flush door are adopted. Corner windows are in timber, other Window & ventilators in uPVC. Automatic door closures & exhaust fans are provided. RCC Column with a min width of 300mm is adopted for the building. staircases and lifts are provided as per drawing. The Autoclave aerated blocks are adopted for all walls with 12mm plaster in CM 1:4 inside & 18mm plaster for outside wall in 2 layers, external antifungal painting in 2 coats over primer is included. Inside 2 coats of plastic emulsion paint is used over a layer of wall care.
On terrace, water proofing layer of ISO proof Layer with protective screen concrete for the required slope is proposed. The estimate covers the water supply, sanitation, utilities etc.
15 Provisions in the Estimation.
1) Demolition of old Buildings including disposal of debris outside Corporation limits.
2) Earth work excavation in ordinary soil, Hard soil, Soft rock and hard rock for total depth of 3.50m.This includes boulders and chiseling in hard rock bed for leveling
3) Providing and laying PCC below footings, basement floor & for sills.
4) Providing and construction of RCC confining wall between the columns along Building Boundary line in M-30 to act as retaining wall in basement.
5) Providing and construction in foundation by size stone masonry for entrance steps only.
6) Providing and constructing walls with Autoclaved Aerated blocks for all walls.
7) Earth back filling up to plinth with available Soil including Consolidation
8) Providing and laying RCC M30 with 20mm and down size aggregate for all Structural members i.e Footings, Columns, Retaining walls, Plinth beams, Slabs & beams for all floors. The Concrete for dome is Self Compacting Concrete in M30 as per the designs & drawings.
9) Providing HYSD steel reinforcement. Fe550 for all RCC members as per the design & drawings.
10) Providing and laying in position RCC Chajja as per the Architectural requirements.
11) Providing and removing centering, shuttering, strutting for all Concrete Structures with rates as % of Concrete rates.
12) Providing 18 mm thick plaster in 2 layers for Outside. First layers will be 12 mm to plaster in CM 1:5 and second layer will be 6mm in CM 1:3.
13) Providing 12 mm plaster in 1:4 cm for inside for all walls.
14) Providing Teak wood door frame & shutters for all doors exposed to Corridor and internal Sal wood door frame with Honne wooden shutter and other doors are provided for Flush shutters.
15) Providing wood frames & shutters for corner windows exposed to corners of corridor .
16) Providing and fixing uPVC door frames and shutters for WC and toilets.
17) Providing and fixing uPVC windows and ventilators for all other windows exposed to common open area.
18) Providing and laying flooring for Corridors/ Lobbies water cut/ gang saw Granite in 18 mm thickness over cement mortar on slab.
19) Providing Virtified tiles of approved make shade and size for all wall cladding.
20) Providing painting to new wall surface with wall care putty including surface Sanding & finishing for 1mm thick.
21) Providing and applying two coats of plastic emulsion paint over the prepared surface for interior and Acrylic-Alkali, antifungal paint for external surfaces.
22) Providing enamel paint with primer coat over steel and wood surfaces after surface treatment.
23) Providing and fixing 304 Grade S.S. hand Rails for staircase, RAMP and Handicapped toilet.
24) Provision for False ceiling for the officer’s chambers with AC unit and PVC False ceiling corridors along .
25) Bio-digester for Sewage treatment & Utility shifiting is provisioned in the estimate.
26) Water supply lines for pvc and cpvc pipes with valves are considered. And sanitary fittings (all plumbing units) are provisioned as per the drawing
27) Provision for electrification including data cabling, control rooms, security systems, lighting, lightning protection, HVAC, are made in the estimate.
28) Sump tank and Bore wells are considered the estimate
29) Dismantling of buildings, as per the layout.
The PWD SR for 2023-24 (Continued for 2024-25) is adopted with an area weightage of 5%.Estimated, Cost for the proposed project is Rs 5500 Lakhs.
Assistant Engineer Assistant Executive Engineer
PWD Sub Division Belagavi
Executive Engineer Superitending Engineer
PWD Division Belagavi PWD Circle Belagavi
PWD C&B North Dharwad.
13. Firefighting systems
Firefighting system as per the statutory requirements are accommodated. The building height is nearly 24m. This will need the provisions as per NBC. This will cover Firefighting system with pipe lines, Pumps and motors with diesel pumps and Jackey pump, DG set,2 Lakh litre UG sump,20000 litre OHT on terrace. Fire extinguishers and Sprinkler system to cover all susceptible areas along with CC servelence,Camera network, sprinkler system,fire alarm system etc.
Compliance to 124th TA & ERC Observations
1) General Report is enclosed with necessary. 1
2) SI units are considered and amount are rounded off. 2
3) The probable footfall has been considered by chief architect during planning. 3
4) The entire area is very plane, hence the contour plan was not attached. 4
5) Regarding Soil report, the city of Vijayapur is resting on shallow rocky strata of trap. Hence only trial pits were taken for assessing SBC. 5
6) The detailed steel calculation are attached as per structural design. 6
7) Regarding chejja, the estimation is made as per the provisions made in the architectural drawing. 7
8) The architectural plans and elevation are counter signed by the user department. 8
9) Regarding front fretwork, the same will be adopted as per site condition. 9
10) The rates per unit square are once again reverified and are correct. 10
11) The column and beam layout have been maintained as per architecture drawing. 11
12) The area abutting the DC office is completely residential area. In keeping with importance of the building as head quarter of District Administrative unit, the existing proposal is retailed. 12
13) The provisions for concrete road and drains are changed accordingly as per observation. 13
14) The septic tank detailed estimate is enclosed. 14
15) Detailed estimate for water supply and electrification are enclosed. 15
16) A separate tender will be called towards the lumpsum provision made for furniture. 16
17) The teak wood frame and door are maintained for only limited number of opening as discussed (like entrance) in meeting. Others are changed as directed. 17
18) Provision for mosquito net layer is made for uPVC windows. 18
#REF! Estimates are prepared as per the PWD Common Engineering SoR 2021-22 (continued for 2022-23) for Karnataka with adequate Area specific loading and issue rates as and if applicable for the PROPOSED DISTRICT OFFICE COMPLEX AT VIJAYAPURA, VIJAYAPURA DISTRICT Estimated Cost for the Proposed projects is Rs - 4900 Lakhs
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Compliance Report to Observations of 135th State Level TA & ERC
Sl No Observation Compliance Report
1 SBC of the Area is mentioned as 44 Ton per sqm, this should be submitted by verifyng again. The Same will be got verified from QC dept. PWD.
2 Ceiling Plaster below RCC Slab is prohibited, in this view, Beam plastering to be examined. Ceiling plastering is not considered in the Estimate. Internal Plastering is considered for exposed beam in the rooms.
3 In plastering vertical beam is mentioned. Explaination about its proposal in the building. All Beams, Masonry Works are estimated by considering all Horizontal members of building, then all vertical members of building. Therefore Vertical Beams means Vertical members in plan of the building considered in the estimate.
4 As per the project, estaimated building construction is nearly 4.34 lakh per 10 square metre. This looks higher. 4.34 Lakh per 10 square metre includes, all the works i.e Civil, Electrical, Fire Fighting & all infrastructure works including minimum architectural works. (Compared to the area of the Building)
5 As informed earlier, teak wood frame and shutters shold not be used. As per discussion with Department, Teak frames and Hoone shutters are considered for only Entrance and corridor rooms, whereas for other doors, Sal wood frame and synthetic timber flush shutters are considered.
6 Solid Cement Concrete Blocks instead of Bricks is proposed for the building. As per 134th ERC observations, It is told to use Aerated Autoclave blocks, from the green building point of view. The same is considered in the Estimate.
7 Previously, In 134th ERC Meeting under Subject No.- 6, some of the points are told regarding the project report. To this background, compliance report, so as those points are considered/ incorporated in the project repot is to be submitted. All the observations mentioned in the 134th ERC meeting are attended and compliance report is also attached.
Compliance Report to Observations of 134th State Level TA & ERC
a From the contour map is is seen 5/9 m slope in the ground level, the same has been utilised for basement for car parking and other essential units. Balance parking is proposed in the vacant land. Alternatively, mechanical parking may be proposed for increase in the parking area Height Provision for mechnical Parking in future is made. Presently mechanical Parking Cost is not included
b As there is Suvarna Soudha in Belagavi, the circumstances under which the DC office building is now proposed by dismantling the existing old office, has to come out in the Report. The offices considered for Construction under D.C.Complex, are important buildings. If accomodated, in Suvarna Soudha, they will need to be temporarily shifted during legislature Session period. This is not feasible.
As mentioned in report, In view of non availability of Suitable open land within city, present option is adopted for easy accessibility by Public. Presently there is no extra space for additional office.
There are nearly 30 offices are already accomodated in Suvarna Soudha permanantly.
c The DPR requires to be re-drafted in the format already circulated and attached once again. DPR is re-drafted as per the Suggested format
d The need of founding 3.5m below the existing ground need to be discussed and mentioned in the report that is as per structural design Due to in Consistent Soil boulder upper layer, the founding depth is fixed at 3.50m where rock strata is available.
e There are no details of water table. Water Table is not observed up to the excavation depth considered.
f The plinth level on the North, East and West side is 2100 mm above the ground and that on the southern side is 1000 mm above the ground The plinth level is fixed as required for Architectural elevation and also to accomodated the Basement for the height of 4.50m.
g The Consultants clarified that there has been no flooding at any time due to the slope in the side Based on the Past history and hydrological Study, no flooding of site is observed.
h Geotechnical report indicate SBC of 44 t per m². The structural design in the DPR to be got proof checked by IIT. Chennai or any of the IIT's The Structural design will be got Proof checked by any of the IIT's
i The provision made in the estimate are in single line and 31 items are covered A Standard report has been circulated to all the Chief Engineers and also Standard Report of Items for inclusion in the DPR. The items Provisioned in the estimate are enumerated in detail as per Standard DPR format.
j For superstructure burnt Brick is proposed, mentioning that quality bricks are available in the vicinity. From the green building point of view, autoclave aerated blocks may be used. The Autoclave Aerated blocks are used for wall in Place of Bricks.
k Instead of proposing Teak wood for doors and windows, it is suggested to provide for Sal timber for Frames and synthetic timber for shutters UPVC window are to be provided as they are economical. Guard Bars are to be included Sal timber frame for doors with shutters of Synthetic timber are provided. Windows are Provided in UPVC with grills.
l For wash rooms, WPC frames and shutters be provided as they are economical. Automatic door closures and Exhaust fans for toilets may be provided WPC frames & shutters are provided for wash rooms with Automatic closures & exhaust fan.
m Four porticos are provided for the building of 69.73/116.34 m . This may be reviewed The Porticos are provided from aesthetic Considerations, as the building will be externally approachable from ALL Sides.
n There are Eight Stair cases in the proposed building and it is felt it can be minimised on the lines of Vidhana Soudha Staircases are provided in 8 location as per the requirement of Fire norms.
o Plastering thickness to be 18 mm external and 12 mm internal. Ceiling plastering need not be provided as steel/aluminium shuttering are to be deployed The ceiling plaster item deleted
p The cost of compound is Rs. 1.41 Cr.It is suggested to go for compound on three side with pre-fabric material, which costs about Rs. 1000/m² As Suggested, 3 sides of Compound wall are provided in Pre cast Panels
q Instead of CC pavement, bituminous pavement may be though of. Likewise instead of RCC drain, Solid Block drains could be provided The roads are provided as Bituminous Pavement and drains are provided in CC blocks
r The cost of dismantling is estimated as Rs. 1.69 Cr. Cost of salvage materials by auctioning is to be deducted The dismantling estimate is modified to exclude stacking cost and duly deducting the Salvage cost at 20%. The scope will now cover dismantling and disposal as directed beyond corporation limits
s As this building is having large foot fall, consultation may be carried out with Fire Force authorities before tendering The Provision for fire fighting are provided as per NBC
t Source of water and calculation of requirement of power and water to be worked and attached depending on the foot fall. The capacity of the over head tank to be 50% of the requirement The water requirement Calculation is attached and OHT are provided for 50% requirement.
u Instead of STP Bio-digesters may be provided and the rates are available in the SR Bio-digesters are provided as per SR item
v All external columns to be RCC with minimum ornamental architecture The external Columns are in RCC with minimum Architectural Ornamentation. Balustrades are in stone architecture
w There is no provision for furniture in the estimate and separate estimate may be got sanctioned and tendered Furniture estimate is not included and the Same will be got Sanctioned & tender after Completion of civil works
x Landsacping may be provided and trees along side the periphery of the compound to be proposed Provision is made for Landscaping & tree plantation
y As the estimated cost is 100% more than that provided in the budget. Taking up the work in two phases of Rs. 100 Cr each may be examined The Revised budget Provision of Rs 200 Crore is under the consideration of government.
Design Basis Report
DESIGN BASIS REPORT
1. BRIEF DESCRIPTION OF THE PROJECT
The building is B+G+5 Floor for District Office Complex at Belagavi. The structural system for the building consists of RCC frames (column,beams & slabs) structure.
Total number of Floors B+G+4 ( Basement is 4.50 m and All other Floors are 4.0 M Height) .The heights on Terrace and Upper levels are different.
No. of Office floors 5
Parking floors Basement
Total height of building above Natural Ground Level 22.10 m + 5.20 (Multipurpose Hall)+10.50M (Seminar Hall + Dome)= 37.80 M
2. LIST OF CODES
All the designs are conforming to the relevant Indian Standards. Some of the relevant Indian Standard Codes, which have been followed for the structural designs, are given below.
Code Description
IS:875 (Part – 1) -1987 Code of practice for Design Loads (Other than Earthquake) for Building and Structures-Unit Weights of Buildings Materials and Stored Material.
IS: 875 (Part – 2) -1987 Code of Practice for Design Loads (Other than Earthquake) for Building and Structures – Imposed loads.
IS: 875 (Part – 3) – 1987 Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures – Wind Load.
IS:875 (Part -5)- 1987 Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures – Special Loads and Load Combinations.
IS:456 (Part – 1-)2000 Code of Practice for Plain and Reinforced Concrete.
IS: 1893 (Part – 1) 2016 Indian Standard Criteria for Earthquake Resistant Design of Structures.
IS:432 (Part – 1) -1982 Specification of Mild Steel and Medium Tensile Steel bars and Hard drawn Steel Wire for concrete reinforcement – Mild Steel and Medium Tensile Steel bars.
IS:432 (Part-2)-1982 Specification of Mild Steel and Medium Tensile Steel bars and Hard Drawn Steel Wire for concrete reinforcement – Hard drawn Steel Wire.
IS:1786-1985 Specification for High Strength Deformed Steel Bars and Wires for Concrete Reinforcement.
IS:13920-2016 Ductile Detailing of reinforced concrete structures subjected to seismic forces – code of practice.
IS:1642-1989 Indian Standard Code of practice for Fire Safety of Buildings (General): Details of Construction.
IS:800-2007 Indian Standard Code of practice for General Construction in Steel.
IS:4923 Indian Standard Code Specification for Hollow Steel Sections for Structural Use
3. FRAMING PLAN
· The building is nearly 116.34 m x 69.73 m.This is integrated building with core frame of RCC.The expansion joints have been identified by the Architect.The complete design is in alignment with the Architects layout of columns.Generally a broad grid of 4 x 8 m is followed .
· The column layout follows the room layout plan and also horizontal communication system followed in the plan.None of the functionalities have been disturbed due to column layout.The column sizes of 300 mm minimum width as per codal provisions is maintained.Depending on the design requirements,the sizes are increased.The column layout follows the elevation requirement along with plan.The external columns are decorative pillars in RCC. as per their designs.
· All the beam layout is in a grid pattern except in the central circular hall.As much as possible secondary supported beams are avoided.Double columns and Beams are provided at each of the expansion joints.The framing plan is in consonance with Seismic zonal requirements.All columns start from base to Terrace except in case of 4 columns at entry and exit of vehicles in the basement.The beam layout is different for each floor as per the layout.
4. LOADING PARAMETERS
The self-weight of the various elements are computed based on size and density of materials as given below:-
Density of Reinforced Cement Concrete = 25 kN/m3
Density of Plain Cement Concrete = 24 kN/m3
Density of Steel = 78.5 kN/m3
Density of Soil = 18 kN/m3
Density of Brick with plaster = 20.0kN/m3
Floor finish = 1.00 kN/m2
Weight of Wall:
External Wall 230 thick Regular Brick wall = 18.40 kN/m (4.0m Ht)
Partition Wall 115 thick Regular Brick wall = 9.2 kN/m (4.0m Ht)
The live load is assessed based on the occupancy classifications as per IS: 875 (Part – 2) – 1987 and are listed as below.
Floor type Area Load (KN/m2)
For All floors Office Rooms,Staff Rooms,Chamber 3
For All floors Office/Records, Corriders, Waiting Hall. 4
For All floors Records, Meeting Hall, court Hall and Seminar Hall 5
However for flexibility of interchange of use of different area,a uniform load of 5 Kn/Sqm is adopted.
c) Earthquake Load
The loading due to earthquake is assessed based on the provisions of IS: 1893
Seismic Zone = III
Table – 3 Zone factor (Z) = 0.16
Table – 8 Importance Factor (I) = 1.5
Table – 9 Response Reduction Factor ® = 5.0 ( OMRF)
Soil type = Rock/Hard Soil - I
Height of building (h) = 37.80 m
Base dimension of the building along the
Considered direction of lateral force = L = 116.34 m
5. CLEAR COVER TO REINFORCEMENT
The nominal cover to main reinforcement shall be as per Table 16A of IS: 456-2000
Structural Component Nominal Cover
6. GRADE OF CONCRETE
All the concrete items for the construction have the following characteristics
Grade of Concrete = M30 .
The Belagavi city has comparatively more rains and hence M30 is adopted considering the importance of the building.
Aggregate = 20mm and down size, mechanically crushed Aggregate
7. EXPOSURE CONDITION
Structural elements of the buildings like columns, beams and slabs are designed for Moderate exposure condition as per Table 16 of IS: 456-2000.
8. PROPOSED APPROACH TO STRUCTURAL ANALYSIS
3-D frame analysis for entire structural framing is carried out by using STAAD PRO.The structure will be analyzed for Static and Lateral loads due to Earthquake /Wind loads and its combinations in STAAD PRO software.
9. LOAD COMBINATIONS
The various loads are combined in accordance with the stipulations in IS:875 (Part 5)-1987. Wherever imposed load is combined with earthquake load the appropriate part of the imposed load as specified in IS: 1893-2016 is adopted both for evaluating earthquake effect and for combined load effects, used in such combination.
Type LOAD COMBINATIONS
Primary DEAD LOAD ( DL)
Primary LIVE LOAD (LL)
Primary SEISMIC LOAD ALONG – X Sx
Primary SEISMIC LOAD ALONG – Z Sy
Combination 1.5(DL+LL)
Combination 1.2(DL+LL+ Sx)
Combination 1.2(DL+LL+ Sz)
Combination 1.2(DL+LL- SX)
Combination 1.2(DL+LL- Sz)
10. SOIL Parameters
The building has been supported on columns with Isolated and Combined footing and safe load carrying capacity of soil is considered as per soil investigation report.The SBC of 45 T per sqm at a depth of 4 m from NGL is considered.
11. DEFLECTION:
Beam Slab deflection:Span/Depth ratio as per IS:456-2000 as per clause 23.2.1
Simply Supported 20
12. DESIGN METHODOLOGY
All structures have been designed according to the Limit State Method as specified in IS: 456-2000. Appropriate loads and its combinations, as per relevant clauses in Code IS: 456-2000 Code IS: 875 (part-5) 1987, for the most unfavorable effects are chosen for design.
13. CONSTRUCTION DETAILS
1. Foundation Concrete Mix M: 30 & Steel Fe 550
2. Columns Concrete Mix M: 30 & Steel Fe 550
3. Beams & Slabs Concrete Mix M: 30 & Steel Fe 550
4. External Wall 230 mm tk Brick wall as per arch layout
5. Internal Wall 230 mm tk Brick wall as per arch layout.
6. Floors to Floor Height Basement 4.5 m and all others 4.0M
14. REINFORCEMENT
Steel reinforcement shall be of Grade Fe 550 conforming to IS: 1786 – 2008.
Assistant Engineer Assistant Executive Engineer
PWD Sub Division Belagavi
Executive Engineer Superidenting Engineer
PWD Division Belagavi PWD Circle Belagavi
Superidenting Engineer (Designs) Chief Engineer
PWD C&B North Dharwad. PWD C&B North Dharwad.
SUMMARY - Abstract
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Geotechnical Test Report
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED, Date :- 27/10/2019
TEST RESULTS OF FOUNDATION SOIL
Name of Work :- #REF!
Name of Clients :- #REF!
Name of Contractors :- 0
Client' Ref No :- Req Date 24/Oct/19
Lab.Ref.No :- 059 Date 24/Oct/19
Sl.No Location Depth in Mts Type of soil Specific Gravity Dry Density in gm/cc Cohesion "C"in KN/sqm Angle of Internal Friction in degrees Recommended SBC of soil in T/Sqmts Free Swell Index Remarks
4 Pit No 4 Forest Area Starting 1.50 Yellow Soil 2.58 1.53 38.00 12.00 12.00 40.00%
Relevent IS Codes :
■ Soil Properties : IS 2720 (Relevent Sections)
■ Safe Bearing Capacity: IS:6403-1982
Note: 1) Tests are conducted at FMC and the SBC is against shear failure only.
2) Factor of Safety adopted is 3.00
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED, Date :-31/10/2019
TEST REPORT OF SUBGRADE
Name of Work :- CONSTRUCTION OF ADMINISTRATIVE OFFICE & FIRST FLOOR WORKS AND PROVIDING GATE TO 2ND ENTRANCE IN K B CROSS SUB-MARKET YARD TIPTUR TALUKA, TUMKURU DISTRICT.
Name of Client's :- Agricultural Produce Market Committee, K B Cross SUB-MARKET,TIPTUR Dist-TUMKURU
Name of Client's :- Agricultural Produce Market Committee, K B Cross SUB-MARKET,TIPTUR Dist-TUMKURU
Name of Contractors :- 0
Client's Ref. No :- Letter Date 10-24-19
Lab Ref no :- 059 Date 10-24-19
Date of Testing :- 10-24-19 to 30-10-2019
Sl No Particulars of Sample Type of Soil Sieve Analysis Proctor Value Atterberg limits CBR in % Sweel Index
Gravel in % Sand in % Silt and Clay in % Dry Density (MDD)gm/cc Moisture in % (OMC) Liquid limit in % Plastic limit in % Plasticity Index in %
Reference :- Soil Properties :IS 2720 (Relevent Sections) IS:1498-1970
1,3,6,Brownish Yellow
2,7 Brown Sandi Soil
ENCAPSULATE - SHEET - A B S T R A C T
SN Description Area in m2 Amount - Rs Amount - Rs In Lakh Cost/sqft
I Estimate for Civil works Rate/sqft
1 Basement Floor #REF! 76,527,927 765.28 #REF! #REF!
2 Stilt Floor #REF! 50,392,973 503.93 #REF! #REF!
3 Ground Floor #REF! 45,402,892 454.03 #REF! #REF!
4 First Floor #REF! 45,515,560 455.16 #REF! #REF!
5 Second Floor #REF! 46,783,176 467.83 #REF! #REF!
6 Third Floor #REF! 47,406,067 474.06 #REF! #REF!
7 Terrace Floor - 1-A #REF! 10,115,928 101.16 #REF! #REF!
8 Terrace Floor - 1-B #REF! 3,950,371 39.50 #REF!
Sub Total CIVIL WORKS -A #REF! 326,094,895 3,260.95 #REF! GF FF
I Estimate for water supply and Sanitation WSS SAN WSS SAN
9 BF of Water Supply - 542098 & Sanitation - 176383 718,481 7.18 #REF! #REF! 542,098.00 176,383.00
10 GF of Water Supply - 521404 & Sanitation - 332873 854,277 8.54 #REF! #REF! 521,404.00 332,873.00
11 FF of Water Supply - 508218 & Sanitation - 524366 1,032,584 10.33 #REF! #REF! 508,218.00 524,366.00
12 SF of Water Supply - 516890 & Sanitation - 529387 1,046,277 10.46 #REF! #REF! 516,890.00 529,387.00
13 TF of Water Supply - 521958 & Sanitation - 534407 1,056,365 10.56 #REF! #REF! 521,958.00 534,407.00
14 FoF of Water Supply - 527025 & Sanitation - 588507 1,115,532 11.16 #REF! #REF! 527,025.00 588,507.00
Sub Total -B 5,823,516 58.24 #REF! 1.87%
III Estimate For Infrastructure Works
15 ChainLink Fencing Compound Wall #REF! #REF! #REF!
16 Precast Compound wall #REF! #REF! #REF!
17 Road Work #REF! #REF! #REF!
18 Drain - Both Sides #REF! #REF! #REF!
19 Box Culvert #REF! #REF! #REF! 4 Nos
20 Sump Tank 2 Nos 2,120,837 21.21 2 Nos
0 Septic Tank #REF! #REF! #REF!
21 Bio Digester 25 KLD 1 No 2,226,089 22.26
22 Borewell 2 Nos 774,700 7.75 2 No's
23 RO Drinking water Unit - 150 LPH Each Floor #REF! #REF! GF+3, K&D
24 Rain Water Harvesting System and Ground Recharge + Storage Sump (30,00 ltrs) #REF! #REF! 1 unit
25 Dismantling Existing Building #REF! #REF!
26 Special Ornamental Finish Work for RCC Columns #REF! #REF!
27 Tree Plantation #REF! #REF!
Sub Total -C #REF! #REF! #REF!
IV Electrical Works - D #REF!
26 Estimate for Internal Electrification 0.00
27 Estimate for Dome Electrification 0.00
28 Estimate for Column Electrification 0.00
29 Estimate for LV works 0.00
30 Estimate for HVAC 0.00
31 Estimate for External 0.00
32 Estimate for KEB/HESCOM 0.00
33 Estimate for LM 0.00
34 On Grid Solar 0.00
Sub Total -D 100,000,000 1,000.00 #REF! #REF!
V Fire Fighting Works
26 Fire Detection and Alram System - Intelligent and Addressable 0.00
27 Public Addressting and Music System (30 Zones) 0.00
28 Hydrant System (Internal + External) 0.00
29 Sprinkler (Internal) 0.00
30 Fire Extinguishers 0.00
Sub Total -E 20,000,000 200.00 #REF!
VI Lump Sum Provisions
0 BIM - Building Information Modelling 0 0.00
28 Furniture 30,000,000 300.00
29 Architectural Stone Balustrates, Railings and Carvings 38,000,000 380.00
Sub Total -F 68,000,000 680.00
TOTAL Value of Works -G (A+B+C+D+E+F) - H = #REF! #REF! #REF!
DPR CHARGES - 1% = #REF! #REF! 1.000% #REF!
GRAND TOTAL #REF! #REF! #REF!
GST - 18% #REF! #REF!
GRAND TOTAL (Including GST) #REF! #REF! #REF! #REF!
Quality Assurance (QAP) #REF! #REF! 1.00%
Plantation/Deposits, Miscellaneous & Contigency - 3% #REF! #REF! 3.00%
Tender Premium - 5% #REF! #REF! 5.00%
Price Adjustment - 5% #REF! #REF! 5.00%
Rounding off #REF! #REF! #REF!
Grand Total #REF! #REF! #REF! #REF!
Grand Total in CRORE #REF! #REF! #REF!
Schedule of Rates Adopted is PWD Common SOR Karnataka 2023-2024, with 5% area Weightage is considered.
Assistant Engineer Assistant Executive Engineer
PWD Sub Division Belagavi
Executive Engineer Superitending Engineer
PWD Division Belagavi PWD Circle Belagavi
7 Terrace Floor - 1-A 1789 #REF! #REF! #REF!
15 #REF! #REF! 1789.00 #REF! #REF!
16 #REF! #REF! #REF! #REF! #REF!
26 Furniture 30,000,000
DPR Charges - 0.750% x G #REF! 0.750%
Structural Design Charges - 0.50% x G #REF! 0.500%
PMC Charges - 1.00% x G #REF! 0.000%
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
ENCAPSULATE - SHEET (PART-I) - A B S T R A C T
SN Description Area in m2 Amount - Rs Amount - Rs In Lakh Cost/ sqft Eproc Diff
I Estimate for Civil works Rate/sqft
I Estimate for water supply and Sanitation WSS SAN WSS SAN
9 Basement Floor Water Supply & Sanitation 718,481 7 27 715,046.70 3,434.30 2,473.00 Basement Floor 542,098.00 176,383.00
10 Stilt Floor Water Supply & Sanitation 854,277 9 33 853,787.13 489.87 2,396.47 Stilt Floor 521,404.00 332,873.00
11 Ground Floor Water Supply & Sanitation 1,032,584 10 44 1,031,833.90 750.10 2,174.17 Ground Floor 508,218.00 524,366.00
12 First Floor Water Supply & Sanitation 1,046,277 10 50 1,045,532.25 744.75 1,936.87 First Floor 516,890.00 529,387.00
13 Second Floor Water Supply & Sanitation 1,056,365 11 51 1,060,285.71 -3,920.71 1,936.87 Second Floor 521,958.00 534,407.00
14 Third Floor Water Supply & Sanitation 1,115,532 11 54 1,114,775.15 756.85 1,936.87 Third Floor 527,025.00 588,507.00
III Estimate For Infrastructure Works
16 Bio Digester 25 KLD & Utility Works 1 No 2,226,089 22 2,226,089.25 0.00
18 Dismantling Existing Building 3,091,074 31 3,091,073.95 0.05
19 Special Ornamental Finish Work for RCC Columns 4,951,305 50 4,951,315.08 -9.74
IV Electrical Works - D (Part-A)
20 Estimate for Internal Electrification 29,234,014 292 29,234,014.44 0.00
21 Estimate for Column & Dome Electrification 635,897 6 635,896.75 0.00
22 Estimate for LV works 5,036,291 50 5,036,291.00 0.00
24 Estimate for Telephone and CCTV 1,788,125 18 1,788,125.00 0.00 105,000,000.00
25 Estimate of Electrical for Borewell 422,324 4 422,324.46 0.00
V Fire Fighting Works 0
19 Fire Detection and Alram System - Intelligent and Addressable 0 0.00
20 Public Addressting and Music System (30 Zones) 0 0.00
21 Hydrant System (Internal + External) 0 0.00
22 Sprinkler (Internal) 0 0.00
23 Fire Extinguishers 0 0.00
24 Pumps 0 0.00
Sub Total -E 0 0 0 0.00 0.00
V Lump Sum Provisions
26 For Emblem & Kalasa for Dome 5,600,000 56 5,600,000.00 0.00
28 For Documentation, Photography/Videography 468,000 5 468,000.00 0.00
29 For Laying of Foundation Stone 495,000 5 495,000.00 0.00
30 Lump Sum provision for Unforeseen Items 690,000 690,000.00 0.00
Quality Assurance & 3rd Party -1% 4,799,770 48 4,799,897.80 -128.07 1%
Plantation/Deposits, Miscellaneous & Contigency - 1% 4,799,770 48 4,799,897.80 -128.07 1%
Grand Total in CRORE 55.00 55.00 55.00 6.60
Schedule of Rates Adopted is PWD Common SOR Karnataka 2023-2024, with 5% area Weightage is considered.
Assistant Engineer Assistant Executive Engineer
PWD Sub Division Belagavi 479989779.95
Executive Engineer Superitending Engineer
PWD Division Belagavi PWD Circle Belagavi
7.00 Terrace Floor - 1-A 1,789.00 #REF! #REF! #REF!
15.00 #REF! #REF! 1,789.00 #REF! #REF!
16.00 #REF! #REF! #REF! #REF! #REF!
19.00 Furniture 30,000,000.00
Structural Design Charges - 0.50% x G 2,033,800.73 0.01
PMC Charges - 1.00% x G 0.00 0.00
Estimate for Basement Floor (Civil Works)
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS & ABSTRACT OF BASEMENT FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 1.12 Vol-1, Pg -8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth.
2 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
Excavation in all kinds of Soil
Around Periphery Drop Wall - all 4 sides 0 218.90 0.60 0.60 0.00 92.40
3 Sides Retaining Wall for Basement (Except Rear) 0 148.20 0.60 0.60 0.00
Rear Side Retaining Wall for Basement 0 60.00 0.60 0.60 0.00
For Retaining wall to Parking - BaseSlab 0 25.00 0.60 0.60 0.00
For Retaining wall to Parking - stem 0 25.00 0.60 0.60 0.00
Less for Periphery Confining Wall 0.00
Entrance Steps 0 10.20 1.80 0.60 0.00
Court Yard Steps 0 0.00 1.50 0.60 0.00
For Any Other 0.00
Tank For Washing 0 0.00 0.75 0.60 0.00
Excavation for wall 0 8.00 1.50 0.60 0.00
Standing Platform at Rear
Excavation for wall 0 4.70 0.60 0.60 0.00
3 1.15.2 Vol-1, Pg -9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m.
Excavation in Ordinary/Soft Rock
Around Periphery Drop Wall - all 4 sides 1 218.90 0.60 1.20 157.61 0.00
3 Sides Retaining Wall for Basement (Except Rear) 0 148.20 0.60 1.20 0.00
Less for Periphery Confining Wall
Entrance Steps 0 10.20 1.80 0.60 0.00
Court Yard Steps 0 0.00 1.50 0.60 0.00
For Any Other 0.00
Tank For Washing 0 0.00 0.75 1.20 0.00
For Retaining wall to Parking - Both Side 4 25.00 3.50 1.00 350.00
Total Quantity 9122.85 10766.63
Considering 40% of Soft Rock Excavation Quantiy 40% 3649.14 m3 446.25 1,628,429
4 2.7.3 CPWD Vol-1, Pg -91 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited)
Hard Rock Excavation
Considering 60% of Hard Rock Without Blasting Excavation Quantiy 1 60% 9122.85 5473.71
5 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.
Chiselling and wedging
Around Periphery Drop Wall - all 4 sides 1 218.90 0.60 39.40
3 Sides Retaining Wall for Basement (Except Rear) 0 148.20 0.60 0.00
Rear Side Retaining Wall for Basement 1 60.00 3.50 63.00
For Retaining wall to Parking - stem 3 2.00 2.60 4.68
For Retaining wall to Parking - BaseSlab 4 25.00 3.50 105.00
Entrance Steps 0 10.20 1.80 0.00
side steps 0 2.00 1.75 0.00
Rear Steps 0 1.50 1.50 0.00
Court Yard Steps 0 0.00 1.50 0.00
For Any Other 0.00
Tank For Washing 0 0.00 0.75 0.00
6 4.1 Vol-2, Pg -5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.
Anti Termite treament 1 2473 1.00 2473.00
0 6.4 Vol-2, 1st Cordm, 1st Addenda Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Boulder/Sand filling 0.00
Entrance Steps 0 10.20 1.80 0.00 0.00
Court Yard Steps 0 0.00 1.50 0.00 0.00
For Any Other 0.00
Tank For Washing 0 0.00 0.75 0.00 0.00
7 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade
P C C in Foundation
Around Periphery Drop Wall - all 4 sides 1 218.90 0.60 0.15 19.70
3 Sides Retaining Wall for Basement (Except Rear) 0 148.20 0.60 0.15 0.00
Rear Side Retaining Wall for Basement 1 60.00 3.50 0.15 31.50
For Retaining wall to Parking - BaseSlab 0 25.00 0.00 0.15 0.00
For Retaining wall to Parking - stem 4 2.00 2.60 0.15 3.12
Less for Periphery Confining Wall
Entrance Steps 0 10.20 2.40 0.10 0.00
Court Yard Steps 0 0.00 2.40 0.10 0.00
PCC for Below SSM- RAMP 0 8.00 1.50 0.10 0.00
Below Room Flooring
Front Left Corner-1 1 4.30 1.35 0.10 0.58
Front Left Corner-2 1 1.35 4.30 0.10 0.58
Front Left Car & Bike Parking 1 27.96 9.93 0.10 27.76
Electrical room 1 1.70 1.91 0.10 0.32
Offset Front Lobby Both Side 2 3.36 1.35 0.10 0.91
Front Right Car & Bike Parking 1 27.96 9.93 0.10 27.76
Front Right Corner-1 1 4.30 1.35 0.10 0.58
Front Right Corner-2 1 1.35 4.30 0.10 0.58
Drive way Front Horizontal 1 67.54 4.00 0.10 27.02
Middle Left Car Parking 1 5.50 11.66 0.10 6.41
Drive way Middle Left Vertical 1 4.20 11.66 0.10 4.90
Middle Centre Car Parking 1 21.97 11.66 0.10 25.62
Drive way Middle Centre Vertical 1 3.50 11.66 0.10 4.08
Middle Right Car & Bike Parking-1 1 19.75 11.66 0.10 23.03
Middle Right Bike Parking-2 1 9.93 4.23 0.10 4.20
Lobby Right 1 9.70 6.97 0.10 6.76
Drive way Rear Horizontal 1 67.54 4.20 0.10 28.37
Rear Left Corner-1 1 4.30 1.35 0.10 0.58
Rear Left Corner-2 1 1.35 4.30 0.10 0.58
Rear Left Car Paking 1 30.12 5.50 0.10 16.57
Rear Centre In and Out 1 9.24 5.50 0.10 5.08
Offset Rear Lobby Both Side 2 3.36 1.35 0.10 0.91
Rear Right Car Parking 1 28.19 5.50 0.10 15.50
Rear Right Corner-1 1 4.30 1.35 0.10 0.58
Rear Right Corner-2 1 1.35 4.30 0.10 0.58
Entry to Parking 1 11.17 6.08 0.10 6.79
Ramp for Parking 1 17.00 4.50 0.10 7.65
For Any Other 0.00
Tank For Washing 0 0.00 0.75 0.10 0.00
Washing Platform 0.00
Washing Platform 0 0.60 0.75 0.10 0.00
Flagging concrete 0.00
8 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C For Footing
Footing Pedastal 0.00
9 SL No-1a, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a: Isolated for Percentage on finished rate of concrete per m3 is 8%
Shuttering, Centering & Scaffolding for Footings
For SL No- 8 Concrete Cost
10 SL No-1b, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per m3 is 3%
Shuttering, Centering & Scaffolding for Footings
For SL No- Concrete Cost
11 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
A) R C C Column due to level difference of Ground
Column - Shear Wall F & R -1 0 0.30 7.70 0.250 0.00
Column - Shear Wall L & R -2 0 0.30 7.00 0.250 0.00
Column - Lift Wall -5 0 0.30 8.00 0.250 0.00
B) R C C Column From Footings to G L
Column - CG13 -0.6m Dia 0 0.28 1.18 0.00
Column - CG15 -0.9m Dia 4 0.64 1.18 2.99
Column - Shear Wall F & R -1 0 0.30 7.70 1.18 0.00
Column - Shear Wall L & R -2 0 0.30 7.00 1.18 0.00
Column - Lift Wall -5 0 0.30 8.00 1.18 0.00
C) R C C Column From G L To P L
Column - CG13 -0.6m Dia 0 0.28 1.20 0.00
Column - CG15 -0.9m Dia 4 0.64 1.20 3.05
Column - Shear Wall F & R -1 0 0.30 7.70 1.20 0.00
Column - Shear Wall L & R -2 0 0.30 7.00 1.20 0.00
Column - Lift Wall -5 0 0.30 8.00 1.20 0.00
12 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For SL No- 11 Concrete Cost
2.10.d Vol-1, Pg -18 R C C for GB/RC Walls
A)R C C for RC WALL
Around Periphery Drop Wall - all 4 sides 1 218.90 0.30 1.20 78.80
3 Sides Retaining Wall for Basement (Except Rear) 1 148.20 0.23 3.60 122.71
Rear Side Retaining Wall for Basement 1 60.00 0.23 3.60 49.68
For Retaining wall to Parking - BaseSlab 4 25.00 3.00 0.45 135.00
For Retaining wall to Parking - stem 4 25.00 0.40 3.35 134.00
Curtain wall around tree opening 2 16.00 0.23 1.80 13.25
Sump Tank Raft (Rain Water Collection) 2 5.00 3.00 0.45 13.50
Sump Tank Walls Horizontal (Rain Water Collection) 4 5.00 0.15 1.50 4.50
Sump Tank Walls Vertical (Rain Water Collection) 4 2.50 0.15 1.50 2.25
Floor Drains at BF Along Boundary 1 226.90 0.10 0.25 5.67
Floor Drain at Middle Horizontal 2 70.70 0.10 0.25 3.54
Floor at Middle Vertical 2 12.00 0.10 0.25 0.60
Add for Confining Wall above footing
Deduct for Confining Wall to footing Qty Only
Deduction of Opening
Sub total : Ground Beam 578.02 6595.25 3,812,156
13 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10%
Shuttering, Centering & Scaffolding for Earth Retaining Structures
For RC Walll Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Plinth Beams/Ground Beam
B)R C C for Plinth Beam/Ground Beam
PB - Horizontal:
Front Left Corner-1:PB1 1 4.30 0.30 0.38 0.49
Front Left Corner-1:PB3 1 4.30 0.30 0.60 0.77
Front Left Corner-2:PB3 2 1.35 0.30 0.60 0.49
Front Left Car & Bike Parking:PB1 2 34.55 0.30 0.38 7.88
Front Left Car & Bike Parking:PB3 2 6.97 0.30 0.60 2.51
Front Left Car & Bike Parking:PB2 1 14.55 0.30 0.45 1.96
Front Left Car & Bike Parking:PB7 1 3.60 0.35 1.20 1.51
Lobby Front:PB4 1 11.17 0.30 0.75 2.51
Lobby Front:PB2 1 11.17 0.30 0.45 1.51
Lobby Front:PB3 1 11.17 0.30 0.60 2.01
Electrical room:PB1 0 1.70 0.30 0.38 0.00
StairCase -1A:PB3 0 3.40 0.30 0.60 0.00
Offset Front Lobby Both Side:PB2 4 3.37 0.30 0.45 1.82
Front Right Car & Bike Parking:PB1 2 34.55 0.30 0.38 7.88
Front Right Car & Bike Parking:PB3 2 6.97 0.30 0.60 2.51
Front Right Corner-1:PB1 2 4.30 0.30 0.38 0.98
Front Right Corner-1:PB4 1 4.30 0.30 0.75 0.97
Front Right Corner-2:PB3 2 1.35 0.30 0.60 0.49
Drive way Front Horizontal:PB1 1 6.10 0.30 0.38 0.70
Middle Left Car Parking:PB1 1 6.97 0.30 0.38 0.79
Drive way Middle Left Vertical:PB2 0 1.50 0.30 0.45 0.00
Middle Centre Car Parking (After Deducting Tree Portion):PB1 0 6.97 0.30 0.38 0.00
Drive way Middle Centre Vertical:PB3 2 5.21 0.30 0.60 1.88
Middle Right Car & Bike Parking-1:PB1 1 6.97 0.30 0.38 0.79
Middle Right Bike Parking-2:PB3 0 6.23 0.30 0.60 0.00
Lobby Right:PB3 2 6.97 0.30 0.60 2.51
StairCase -3B:PB5 0 6.97 0.35 0.75 0.00
Drive way Rear Horizontal:PB1 2 6.10 0.30 0.38 1.39
Rear Left Corner-1:PB1 1 4.30 0.30 0.38 0.49
Rear Left Corner-1:PB4 1 4.30 0.30 0.75 0.97
Rear Left Corner-2:PB3 1 1.35 0.30 0.60 0.24
Rear Left Car Paking:PB1 2 13.40 0.30 0.38 3.06
Rear Centre In and Out:PB4 2 11.40 0.30 0.75 5.13
Rear Centre In and Out:PB1 2 3.36 0.30 0.38 0.77
Offset Rear Lobby Both Side:PB1 4 3.37 0.30 0.38 1.54
Rear Right Car Parking:PB1 1 18.15 0.30 0.38 2.07
Rear Right Car Parking:PB3 1 18.15 0.30 0.60 3.27
Entry to Parking:PB1 0 1.50 0.30 0.38 0.00
Ramp for Parking:PB1 0 1.50 0.30 0.38 0.00
Rear Right Corner-1:PB1 1 4.30 0.30 0.38 0.49
Rear Right Corner-1:PB5 1 4.30 0.35 0.75 1.13
Rear Right Corner-2:PB1 2 1.35 0.30 0.38 0.31
Front Left Corner-1:PB1 2 1.35 0.30 0.38 0.31
Front Left Corner-2:PB1 1 4.30 0.30 0.38 0.49
Front Left Corner-2:PB9 1 4.30 0.45 1.50 2.90
Front Left Car & Bike Parking:PB2 2 6.23 0.30 0.45 1.68
Lobby Front:PB3 2 6.23 0.30 0.60 2.24
Electrical room:PB1 2 1.91 0.30 0.38 0.44
StairCase -1A:PB6 0 6.97 0.35 0.90 0.00
Offset Front Lobby Both Side:PB2 4 1.35 0.30 0.45 0.73
Front Right Car & Bike Parking:PB3 6 6.23 0.30 0.60 6.73
Front Right Car & Bike Parking:PB2 2 2.50 0.30 0.45 0.68
Front Right Corner-1:PB1 2 1.35 0.30 0.38 0.31
Front Right Corner-2:PB7 1 4.30 0.35 1.20 1.81
Front Right Corner-2:PB1 1 4.30 0.30 0.38 0.49
Drive way Front Horizontal:PB3 0 4.00 0.30 0.60 0.00
Middle Left Car Parking:PB1 2 4.00 0.30 0.38 0.91
Drive way Middle Left Vertical:PB1 0 7.20 0.30 0.38 0.00
Middle Centre Car Parking (After Deducting Tree Portion):PB5 0 11.66 0.35 0.75 0.00
Drive way Middle Centre Vertical:PB6 0 11.66 0.35 0.90 0.00
Middle Right Car & Bike Parking-1:PB4 0 4.00 0.30 0.75 0.00
Middle Right Bike Parking-2:PB1 2 4.00 0.30 0.38 0.91
Lobby Right:PB3 2 6.97 0.30 0.60 2.51
StairCase -3B:PB2 2 4.89 0.30 0.45 1.32
Drive way Rear Horizontal:PB1 4 4.00 0.30 0.38 1.82
Rear Left Corner-1:PB1 2 1.35 0.30 0.38 0.31
Rear Left Corner-2:PB8 1 4.30 0.45 0.90 1.74
Rear Left Corner-2:PB1 1 4.30 0.30 0.38 0.49
Rear Left Car Paking:PB3 7 6.97 0.30 0.60 8.78
Rear Centre In and Out:PB1 2 5.50 0.30 0.38 1.25
Rear Centre In and Out:PB4 1 5.50 0.30 0.75 1.24
Rear Centre In and Out:PB3 1 5.50 0.30 0.60 0.99
Offset Rear Lobby Both Side:PG2 4 1.35 0.00 0.00 0.00
Rear Right Car Parking:PB3 7 6.97 0.30 0.60 8.78
Entry to Parking:PB5 0 6.08 0.35 0.75 0.00
Ramp for Parking:PB5 0 4.50 0.35 0.75 0.00
Rear Right Corner-1:PB1 2 1.35 0.30 0.38 0.31
Rear Right Corner-2:PB1 1 4.30 0.30 0.38 0.49
Rear Right Corner-2:PB6 1 4.30 0.35 0.90 1.35
Sub total : plinth Beam 118.05 m3 6595.25 778,549
14 SL No-2, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Plinth Beam
For Plinth Beams Concrete Cost
0 5.1.1 Vol-2, Pg -9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
Rubble stone masonary for below GL 0.00
Stone Masonry - 1st Step (Below GL) 0.00
Ramp at Rear 0.00
Standing Platform at Rear 0.00
Entrance Steps 0 10.20 1.20 0.68 0.00
Court Yard Steps 0 0.00 1.20 0.68 0.00
Washing Platform 0.00
0 5.4 Vol-2, Pg -9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
Chisel dressed stone masonary for above GL 0.00
Stone Masonry - 3rd Step(Middle above GL) 0.00
Stone Masonry - 2nd Step(Above GL) 0.00
Stone Masonry - 4th Step(Top above GL) 0.00
Washing Platform 0 0.60 0.75 0.45 0.00
15 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Filling available earth
TOTAL EXCAVATION OF HARD SOIL 1643.78
%AGE EARTH SUITABLE FOR REFILLING 75% 1233.00
TOTAL EXCAVATION OF ALL (Hard Soil + Soft Rock) 4389.45
Boulder Soling 0.00
C C Bed -572.58
Footing Quantity -978.25
Stone Masonry Below Plinth Level 0.00
FILLING BELOW PLINTH
Plinth Area X Avg Depth (See Below) 0.00
Plinth Area = 2473 Sqm
Plinth Height = 1.2 Average Depth from highest and lowest Level = 0.25
Base for Flagging Concrete all around the Bldg
TOTAL FILLING QUANTITY BELOW PLINTH 0.00
Total Filling = Total Excavation: 4389 + Plinth Filling: 0 - Quantities filled by items :-1550.83 = 2839 Cum
Filling Available Earth 1233.00 m3 279.30 344,377
16 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Total Filling = Total Excavation: 4389+Plinth Filling: 0- Quantities filled by items : -1550.83 = 2839 Cum
Available Earth already used for filling - From Previous Item : 1233 Cum 1233.00
So Soil to be brought from outside = Total filling : 2839- Available : 1233 1606.00
Depth of Extra Filling due to unevenness of ground 1 2473.00 0.10 0.00
Murrum for RAMP Filling 0 8.00 1.05 1.05 0.00
Standing Platform at Rear
So Earth to be brought from outside 1606.00 m3 454.65 730,168
0 6.5 Vol-2, Pg -13 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM Above GL and Upto Plinth Level 0.00
Around Periphery Drop Wall - all 4 sides 0 218.90 0.23 1.37 0.00
3 Sides Retaining Wall for Basement (Except Rear) 0 148.20 0.23 1.37 0.00
Rear Side Retaining Wall for Basement 0 60.00 0.23 1.37 0.00
For Retaining wall to Parking - BaseSlab 0 25.00 0.23 1.37 0.00
For Retaining wall to Parking - stem 0 25.00 0.23 1.37 0.00
0 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Coping over Stone Masonry 0.00
Ramp at Rear 0.00
Coping over SSM - RAMP 0 8.00 0.45 0.075 0.00
Coping for RAMP way 0 8.00 1.05 0.10 0.00
STONE MASONRY FOR STEPS 0.00
Entrance Steps 0 10.20 1.80 0.075 0.00
Court Yard Steps 0 0.00 1.50 0.075 0.00
Standing Platform at Rear 0.00
Coping Over BBM 0 4.70 0.23 0.10 0.00
Coping over parapet wall (Terrace) 0.00
Flagging concrete 0.00
0 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10%
Shuttering, Centering & Scaffolding for Earth Retaining Structures 0
For SL No- 0 Concrete Cost 0
17 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 0 5.90 0.230 0.075 0.00
Front Left Corner-2 0 1.35 0.230 0.075 0.00
Front Left Car & Bike Parking 0 27.96 0.230 0.075 0.00
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Front Right Car & Bike Parking 0 27.96 0.230 0.075 0.00
Front Right Corner-1 0 5.90 0.230 0.075 0.00
Front Right Corner-2 0 1.35 0.230 0.075 0.00
Drive way Front Horizontal 0 67.54 0.230 0.075 0.00
Middle Left Car Parking 0 5.50 0.230 0.075 0.00
Drive way Middle Left Vertical 0 4.20 0.230 0.075 0.00
Middle Centre Car Parking 0 21.97 0.230 0.075 0.00
Drive way Middle Centre Vertical 0 3.50 0.230 0.075 0.00
Middle Right Car & Bike Parking-1 0 19.75 0.230 0.075 0.00
Middle Right Bike Parking-2 0 9.93 0.230 0.075 0.00
Drive way Rear Horizontal 0 67.54 0.230 0.075 0.00
Rear Left Corner-1 0 5.90 0.230 0.075 0.00
Rear Left Corner-2 0 1.35 0.230 0.075 0.00
Rear Left Car Paking 1 30.12 0.230 0.075 0.52
Rear Centre In and Out 0 9.24 0.230 0.075 0.00
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Rear Right Car Parking 0 28.19 0.230 0.075 0.00
Rear Right Corner-1 0 5.90 0.230 0.075 0.00
Rear Right Corner-2 0 1.35 0.230 0.075 0.00
Entry to Parking 0 11.17 0.230 0.075 0.00
Ramp for Parking 0 17.00 0.230 0.075 0.00
Front Left Corner-1 0 1.35 0.230 0.075 0.00
Front Left Corner-2 0 4.30 0.230 0.075 0.00
Front Left Car & Bike Parking 0 9.93 0.230 0.075 0.00
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 0 1.35 0.230 0.075 0.00
Front Right Car & Bike Parking 0 3.60 0.230 0.075 0.00
Front Right Corner-1 0 1.35 0.230 0.075 0.00
Front Right Corner-2 0 4.30 0.230 0.075 0.00
Drive way Front Horizontal 0 4.00 0.230 0.075 0.00
Middle Left Car Parking 0 11.66 0.230 0.075 0.00
Drive way Middle Left Vertical 0 11.66 0.230 0.075 0.00
Middle Centre Car Parking 0 11.66 0.230 0.075 0.00
Drive way Middle Centre Vertical 0 11.66 0.230 0.075 0.00
Middle Right Car & Bike Parking-1 0 11.66 0.230 0.075 0.00
Middle Right Bike Parking-2 0 4.23 0.230 0.075 0.00
Drive way Rear Horizontal 0 4.20 0.230 0.075 0.00
Rear Left Corner-1 0 1.35 0.230 0.075 0.00
Rear Left Corner-2 0 4.30 0.230 0.075 0.00
Rear Left Car Paking 0 5.50 0.230 0.075 0.00
Rear Centre In and Out 0 5.50 0.230 0.075 0.00
Offset Rear Lobby Both Side 0 1.35 0.230 0.075 0.00
Rear Right Car Parking 0 5.50 0.230 0.075 0.00
Rear Right Corner-1 0 1.35 0.230 0.075 0.00
Rear Right Corner-2 0 4.30 0.230 0.075 0.00
Entry to Parking 0 6.08 0.230 0.075 0.00
Ramp for Parking 0 4.50 0.230 0.075 0.00
Partition wall 1 5.00 0.115 0.075 0.04
Gents Handicappped Toilet 0 3.30 0.115 0.075 0.00
Ladies Handicappped Toilet 0 3.30 0.115 0.075 0.00
R C C Lintel Beam
Front Left Corner-1 0 5.90 0.230 0.175 0.00
Front Left Corner-2 0 1.35 0.230 0.175 0.00
Front Left Car & Bike Parking 0 27.96 0.230 0.175 0.00
Electrical room 1 1.70 0.230 0.175 0.07
Offset Front Lobby Both Side 2 3.36 0.230 0.175 0.27
Front Right Car & Bike Parking 0 27.96 0.230 0.175 0.00
Front Right Corner-1 0 5.90 0.230 0.175 0.00
Front Right Corner-2 0 1.35 0.230 0.175 0.00
Drive way Front Horizontal 0 67.54 0.230 0.175 0.00
Middle Left Car Parking 0 5.50 0.230 0.175 0.00
Drive way Middle Left Vertical 0 4.20 0.230 0.175 0.00
Middle Centre Car Parking 0 21.97 0.230 0.175 0.00
Drive way Middle Centre Vertical 0 3.50 0.230 0.175 0.00
Middle Right Car & Bike Parking-1 0 19.75 0.230 0.175 0.00
Middle Right Bike Parking-2 0 9.93 0.230 0.175 0.00
Drive way Rear Horizontal 0 67.54 0.230 0.175 0.00
Rear Left Corner-1 0 5.90 0.230 0.175 0.00
Rear Left Corner-2 0 1.35 0.230 0.175 0.00
Rear Left Car Paking 1 30.12 0.230 0.175 1.21
Rear Centre In and Out 0 9.24 0.230 0.175 0.00
Offset Rear Lobby Both Side 2 3.36 0.230 0.175 0.27
Rear Right Car Parking 0 28.19 0.230 0.175 0.00
Rear Right Corner-1 0 5.90 0.230 0.175 0.00
Rear Right Corner-2 0 1.35 0.230 0.175 0.00
Entry to Parking 0 11.17 0.230 0.175 0.00
Ramp for Parking 0 17.00 0.230 0.175 0.00
Front Left Corner-1 0 1.35 0.200 0.175 0.00
Front Left Corner-2 0 4.30 0.200 0.175 0.00
Front Left Car & Bike Parking 0 9.93 0.200 0.175 0.00
Electrical room 1 1.91 0.200 0.175 0.07
Offset Front Lobby Both Side 0 1.35 0.200 0.175 0.00
Front Right Car & Bike Parking 0 3.60 0.200 0.175 0.00
Front Right Corner-1 0 1.35 0.200 0.175 0.00
Front Right Corner-2 0 4.30 0.200 0.175 0.00
Drive way Front Horizontal 0 4.00 0.200 0.175 0.00
Middle Left Car Parking 0 11.66 0.200 0.175 0.00
Drive way Middle Left Vertical 0 11.66 0.200 0.175 0.00
Middle Centre Car Parking 0 11.66 0.200 0.175 0.00
Drive way Middle Centre Vertical 0 11.66 0.200 0.175 0.00
Middle Right Car & Bike Parking-1 0 11.66 0.200 0.175 0.00
Middle Right Bike Parking-2 0 4.23 0.200 0.175 0.00
Drive way Rear Horizontal 0 4.20 0.200 0.175 0.00
Rear Left Corner-1 0 1.35 0.200 0.175 0.00
Rear Left Corner-2 0 4.30 0.200 0.175 0.00
Rear Left Car Paking 0 5.50 0.200 0.175 0.00
Rear Centre In and Out 0 5.50 0.200 0.175 0.00
Offset Rear Lobby Both Side 0 1.35 0.200 0.175 0.00
Rear Right Car Parking 0 5.50 0.200 0.175 0.00
Rear Right Corner-1 0 1.35 0.200 0.175 0.00
Rear Right Corner-2 0 4.30 0.200 0.175 0.00
Entry to Parking 0 6.08 0.200 0.175 0.00
Ramp for Parking 0 4.50 0.200 0.175 0.00
Lintel For Partition Wall
Partition wall 1 5.00 0.115 0.175 0.10
Gents Handicappped Toilet 0 3.30 0.115 0.175 0.00
Ladies Handicappped Toilet 0 3.30 0.115 0.175 0.00
18 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam & Sill
For SL No- 17 Concrete Cost
2.10.b Vol-1, Pg -18 R C C for Chajja
Chejja All around
Around OTS Portion 0 62.60 0.60 0.100 0.00
Chejja for Side Entry 2 5.00 4.50 0.100 4.50
Box Type - Alround Chejja
Lath Plaster for drop-walls at Corridor 0.00
Kitchen/Laboratory Sink 0.00
Total Sinks 0 0.00
Horizontal walls 0 0.60 0.075 0.30 0.00
Vertical Walls 0 0.45 0.075 0.30 0.00
Drop walls 0.00
OPEN RACKS 0.00
Reading Room 0 0.00 0.10 2.10 0.00
Reading Room 0 0.00 0.10 2.10 0.00
WASHING TROUGH 0.00
Total Number of Troughs 0 0.00
Projections for Cuboard Over Lintel
19 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Chejja
For RCC Chejja Concrete Cost
20 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
Column - CG13 -0.6m Dia 0 0.28 3.60 0.00
Column - CG15 -0.9m Dia 4 0.64 3.60 9.16
Column - Shear Wall F & R -1 0 0.30 7.70 3.60 0.00
Column - Shear Wall L & R -2 0 0.30 7.00 3.60 0.00
Column - Lift Wall -5 0 0.30 8.00 3.60 0.00
21 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For SL No- 20 Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Roof Beam
Front Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Left Corner-2 - Beam - BG3 2 1.35 0.30 0.60 0.49
Front Left Car & Bike Parking - Beam - BG3 1 29.99 0.30 0.60 5.40
Front Left Car & Bike Parking - Beam - BG2 1 17.07 0.30 0.45 2.30
Front Left Car & Bike Parking - Beam - BG4 1 3.30 0.30 0.75 0.74
Lobby Front - Beam - BG7 1 11.17 0.45 0.90 4.52
Lobby Front - Beam - BG7 1 11.17 0.45 0.90 4.52
Lobby Front - Beam - BG4 1 5.66 0.30 0.75 1.27
Lobby Front - Beam - BG3 2 5.66 0.30 0.60 2.04
Lobby Front - Beam - BG5 1 5.66 0.30 0.90 1.53
Electrical room - Beam - BG3 1 1.70 0.30 0.60 0.31
StairCase -1A - Beam - BG2 2 3.35 0.30 0.45 0.90
Offset Front Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Front Lobby Both Side - Beam - BG7 2 3.36 0.45 0.90 2.72
Front Right Car & Bike Parking - Beam - BG2 1 14.07 0.30 0.45 1.90
Front Right Car & Bike Parking - Beam - BG3 1 21.23 0.30 0.60 3.82
Front Right Car & Bike Parking - Beam - BG4 1 6.97 0.30 0.75 1.57
Front Right Corner-1 - Beam - BG3 1 4.30 0.30 0.60 0.77
Front Right Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Front Right Corner-2 - Beam - BG2 2 1.35 0.30 0.45 0.36
Front Right Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Drive way Front Horizontal - Beam - BG7 1 7.18 0.45 0.90 2.91
Drive way Front Horizontal - Beam - BG2 1 2.17 0.30 0.45 0.29
Middle Left Car Parking - Beam - BG2 1 14.17 0.30 0.45 1.91
Drive way Middle Left Vertical - Beam - BG3 3 6.97 0.30 0.60 3.76
Drive way Middle Left Vertical - Beam - BG4 1 6.97 0.30 0.75 1.57
Middle Centre Car Parking (After Deducting Tree Portion) - Beam - BG1 4 1.44 0.30 0.38 0.66
Drive way Middle Centre Vertical - Beam - BG3 0 3.50 0.30 0.60 0.00
Middle Right Car & Bike Parking-1 - Beam - BG2 2 14.06 0.30 0.45 3.79
Middle Right Bike Parking-2 - Beam - BG4 1 6.94 0.30 0.75 1.56
Lobby Right - Beam - BG3 1 11.23 0.30 0.60 2.02
StairCase -3B - Beam - BG3 0 4.20 0.30 0.60 0.00
Drive way Rear Horizontal - Beam - BG2 1 10.33 0.30 0.45 1.39
Drive way Rear Horizontal - Beam - BG3 1 5.29 0.30 0.60 0.95
Drive way Rear Horizontal - Beam - BG4 1 21.47 0.30 0.75 4.83
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Left Corner-2 - Beam - BG3 1 1.35 0.30 0.60 0.24
Rear Left Car Paking - Beam - BG3 1 14.29 0.30 0.60 2.57
Rear Left Car Paking - Beam - BG4 1 9.70 0.30 0.75 2.18
Rear Centre In and Out - Beam - BG7 2 11.17 0.45 0.90 9.05
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Rear Lobby Both Side - Beam - BG7 2 3.36 0.45 0.90 2.72
Rear Right Car Parking - Beam - BG3 1 18.93 0.30 0.60 3.41
Rear Right Car Parking - Beam - BG4 1 18.93 0.30 0.75 4.26
Entry to Parking - Beam - BG3 0 11.17 0.30 0.60 0.00
Ramp for Parking - Beam - BG3 0 17.00 0.30 0.60 0.00
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear RightCorner-2 - Beam - BG3 2 1.35 0.30 0.60 0.49
Front Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Front Left Car & Bike Parking - Beam - BG3 5 9.93 0.30 0.60 8.94
Front Left Car & Bike Parking - Beam - BG6 1 9.93 0.45 0.75 3.35
Lobby Front - Beam - BG3 2 9.70 0.30 0.60 3.49
Lobby Front - Beam - BG4 1 6.97 0.30 0.75 1.57
Electrical room - Beam - BG1 2 1.91 0.30 0.38 0.44
StairCase -1A - Beam - BG3 1 6.97 0.30 0.60 1.25
Offset Front Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
Front Right Car & Bike Parking - Beam - BG3 7 9.93 0.30 0.60 12.51
Front Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner-1 - Beam - BG7 1 5.84 0.45 0.90 2.37
Front Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Drive way Front Horizontal - Beam - BG3 6 4.00 0.30 0.60 4.32
Middle Left Car Parking - Beam - BG3 4 15.43 0.30 0.60 11.11
Drive way Middle Left Vertical - Beam - BG5 0 11.66 0.30 0.90 0.00
Middle Centre Car Parking (After Deducting Tree Portion) - Beam - BG3 0 11.66 0.30 0.60 0.00
Drive way Middle Centre Vertical - Beam - BG3 0 11.66 0.30 0.60 0.00
Middle Right Car & Bike Parking-1 - Beam - BG3 4 15.43 0.30 0.60 11.11
Middle Right Bike Parking-2 - Beam - BG2 2 4.23 0.30 0.45 1.14
Lobby Right - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -3B - Beam - BG5 2 4.89 0.30 0.90 2.64
Drive way Rear Horizontal - Beam - BG3 18 4.20 0.30 0.60 13.61
Drive way Rear Horizontal - Beam - BG3 2 4.20 0.30 0.60 1.51
Rear Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Rear Left Car Paking - Beam - BG3 5 5.50 0.30 0.60 4.95
Rear Left Car Paking - Beam - BG4 1 5.50 0.30 0.75 1.24
Rear Centre In and Out - Beam - BG3 4 5.50 0.30 0.60 3.96
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
Rear Right Car Parking - Beam - BG3 4 5.50 0.30 0.60 3.96
Entry to Parking - Beam - BG3 0 6.08 0.30 0.60 0.00
Ramp for Parking - Beam - BG3 0 4.50 0.30 0.60 0.00
Rear RighrCorner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear RightCorner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Centre circular beam - Beam - BG7 1 34.39 0.45 0.90 13.93
22 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
For RCC Roof Beam Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Slab
Front Left Corner-1 1 4.30 1.35 0.15 0.87
Front Left Corner-2 1 1.35 4.30 0.15 0.87
Front Left Car & Bike Parking 1 27.96 9.93 0.15 41.65
Electrical room 1 1.70 1.91 0.15 0.49
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36
Front Right Car & Bike Parking 1 27.96 9.93 0.15 41.65 2428.7298
Front Right Corner-1 1 4.30 1.35 0.15 0.87 2428.7298
Front Right Corner-2 1 1.35 4.30 0.15 0.87
Drive way Front Horizontal 1 67.54 4.00 0.15 40.52
Middle Left Car Parking 1 5.50 11.66 0.15 9.62
Drive way Middle Left Vertical 1 4.20 11.66 0.15 7.35
Middle Centre Car Parking 1 21.97 11.66 0.15 38.43
Drive way Middle Centre Vertical 1 3.50 11.66 0.15 6.12
Middle Right Car & Bike Parking-1 1 19.75 11.66 0.15 34.54
Middle Right Bike Parking-2 1 9.93 4.23 0.15 6.30
Drive way Rear Horizontal 1 67.54 4.20 0.15 42.55
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Rear Left Car Paking 1 30.12 5.50 0.15 24.85
Rear Centre In and Out 1 9.24 5.50 0.15 7.62
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Rear Right Car Parking 1 28.19 5.50 0.15 23.25
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Entry to Parking 1 11.17 6.08 0.15 10.19
Ramp for Parking -1 17.00 4.50 0.15 -11.48
Landscaping Area - Left 0 28.46 15.68 0.15 0.00
Landscaping Area - Right 0 28.46 20.13 0.15 0.00
Slab Beside Stair A Type (Rear to Lift) 0 3.46 5.46 0.15 0.00
Slab for Stair A Type (Approach) 0 3.36 2.37 0.15 0.00
Slab Projection Alround (Deducting Lobby Area) 1 174.06 0.50 0.15 13.05
Deduct for Polycarbonate Lighting 0 6.61 1.00 0.15 0.00
23 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Staircase
Entrance Stair Case 0.00
24 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
For RCC StairCase Concrete Cost
25 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Footing @ 62Kg/Cum 62 978.25 60651.50
Plinth Beam @ 200Kg/Cum 200 118.05 23609.39
Lintel Beam @ 140Kg/Cum 140 7.72 1081.18
Chajja @ 110Kg/cum 110 13.50 1484.70
Slab Beam @ 200Kg/Cum 200 221.32 44263.16
Stair case @ 40Kg/Cum 40 13.07 522.80 302.88
Add for dowel bars in foundation
Number of footings 109.00
Total Number of rods, providing 5 number rods per footing 545.00
Lengthof each rod = 2m so total length 1090.00
Weight of 20mm rod/sq cm and per/ run = 2.47 2692.30
Qty taken from steel cal sheet 302.88 t 85046.80 25,759,371 2473.00 11.3825852
26 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM Above GL and Upto First Floor Level
Front Left Corner-1 0 5.90 0.230 2.92 0.00 2.6
Front Left Corner-2 0 1.35 0.230 2.92 0.00
Front Left Car & Bike Parking 0 27.96 0.230 2.92 0.00
Electrical room 1 1.70 0.230 2.92 1.14
Offset Front Lobby Both Side 2 3.36 0.230 2.92 4.52
Front Right Car & Bike Parking 0 27.96 0.230 2.92 0.00
Front Right Corner-1 0 5.90 0.230 2.92 0.00
Front Right Corner-2 0 1.35 0.230 2.92 0.00
Drive way Front Horizontal 0 67.54 0.230 2.92 0.00
Middle Left Car Parking 0 5.50 0.230 2.92 0.00
Drive way Middle Left Vertical 0 4.20 0.230 2.92 0.00
Middle Centre Car Parking 0 21.97 0.230 2.92 0.00
Drive way Middle Centre Vertical 0 3.50 0.230 2.92 0.00
Middle Right Car & Bike Parking-1 0 19.75 0.230 2.92 0.00
Middle Right Bike Parking-2 0 9.93 0.230 2.92 0.00
Drive way Rear Horizontal 0 67.54 0.230 2.92 0.00
Rear Left Corner-1 0 5.90 0.230 2.92 0.00
Rear Left Corner-2 0 1.35 0.230 2.92 0.00
Rear Left Car Paking 1 30.12 0.230 2.92 20.26
Rear Centre In and Out 0 9.24 0.230 2.92 0.00
Offset Rear Lobby Both Side 2 3.36 0.230 2.92 4.52
Rear Right Car Parking 0 28.19 0.230 2.92 0.00
Rear Right Corner-1 0 5.90 0.230 2.92 0.00
Rear Right Corner-2 0 1.35 0.230 2.92 0.00
Entry to Parking 0 11.17 0.230 2.92 0.00
Ramp for Parking 0 17.00 0.230 2.92 0.00
Front Left Corner-1 0 1.35 0.230 2.92 0.00
Front Left Corner-2 0 4.30 0.230 2.92 0.00
Front Left Car & Bike Parking 0 9.93 0.230 2.92 0.00
Electrical room 1 1.91 0.230 2.92 1.28
Offset Front Lobby Both Side 0 1.35 0.230 2.92 0.00
Front Right Car & Bike Parking 0 3.60 0.230 2.92 0.00
Front Right Corner-1 0 1.35 0.230 2.92 0.00
Front Right Corner-2 0 4.30 0.230 2.92 0.00
Drive way Front Horizontal 0 4.00 0.230 2.92 0.00
Middle Left Car Parking 0 11.66 0.230 2.92 0.00
Drive way Middle Left Vertical 0 11.66 0.230 2.92 0.00
Middle Centre Car Parking 0 11.66 0.230 2.92 0.00
Drive way Middle Centre Vertical 0 11.66 0.230 2.92 0.00
Middle Right Car & Bike Parking-1 0 11.66 0.230 2.92 0.00
Middle Right Bike Parking-2 0 4.23 0.230 2.92 0.00
Drive way Rear Horizontal 0 4.20 0.230 2.92 0.00
Rear Left Corner-1 0 1.35 0.230 2.92 0.00
Rear Left Corner-2 0 4.30 0.230 2.92 0.00
Rear Left Car Paking 0 5.50 0.230 2.92 0.00
Rear Centre In and Out 0 5.50 0.230 2.92 0.00
Offset Rear Lobby Both Side 0 1.35 0.230 2.92 0.00
Rear Right Car Parking 0 5.50 0.230 2.92 0.00
Rear Right Corner-1 0 1.35 0.230 2.92 0.00
Rear Right Corner-2 0 4.30 0.230 2.92 0.00
Entry to Parking 0 6.08 0.230 2.92 0.00
Ramp for Parking 0 4.50 0.230 2.92 0.00
Ramp at Rear 0.00
BBM for RAMP wall 0 8.00 1.05 0.60 0.00
Standing Platform at Rear 0.00
Entrance Steps 0.00 10.20 1.80 0.15 0.00
Court Yard Steps 0.00 0.00 1.50 0.30 0.00
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 2.50 0.00
O12 - Front Left & Parking 0 27.96 3.85 0.00
O13- Middle Parking Horizontal 0 49.91 3.85 0.00
O14 - Middle Vertical Drive way 0 11.66 3.85 0.00
O15 - Rear Left & Right Parking 0 27.96 3.85 0.00
O16 - Drive Front & Rear 0 67.54 3.85 0.00
Deduct Lintel+Sill Qty -7.72
27 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Partition wall 1 5.00 3.50 17.50
Gents Handicappped Toilet 0 3.30 4.00 0.00
Ladies Handicappped Toilet 0 3.30 4.00 0.00
Ladies WCs 0 2.50 4.00 0.00
0 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
Cinder Concrete in cement 1:15 0.00
Art Craft & culture Room 0 4.50 1.80 0.20 0.00
0 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Teak Wood Frames 0
28 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
29 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
0 12.14 Deleted Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)
Providing & Fixing Teak Door shutter 0.00
30 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Door shutter
31 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Door shutter
32 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
33 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
34 11.14.2.1 Vol-2, Pg -81 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
35 11.4 Vol-2, Pg -77 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
36 11.6.1 Vol-2, Pg -78 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
Rolling Shutter
37 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
38 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt
39 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door Handles x 2
40 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets 0
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
41 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
42 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
43 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows and ventilators
EXTRA GRILL THAN WINDOWS
At Entry and Exit Points 2 4.00 4.00 32.00
Stair Door 0 1.50 3.60 0.00
Sub total in Sqm 86.40
44 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 0 10.20 0.00 0.00
Waist Slab -5 0 8.70 0.00 0.00
Waist Slab -6 0 8.70 0.00 0.00
Railing for RAMP 0 7.20 1.00 0.00
Extra SS Hand Rails
At Entrance Steps 2 5.00 0.90 9.00
At Rear Steps & Ramp 0 4.00 0.90 0.00
For Roof Cut Portion at Front & Rear Lobby 2 8.00 1.20 19.20
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Stair A-Type Well Portion 1 4.50 1.20 5.40
Stair C-Type Well Portion 1 2.00 1.20 2.40
Considering 25 kg /sqm 61.29
45 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 2.90 32.77
Front Left Corner-2 1 11.30 2.90 32.77
Front Left Car & Bike Parking 1 75.78 2.90 219.76
Lobby Front 1 41.74 2.90 121.05
Electrical room 1 7.22 2.90 20.94
StairCase -1A 1 20.64 2.90 59.86
Offset Front Lobby Both Side 2 9.42 2.90 54.64
Front Right Car & Bike Parking 1 75.78 2.90 219.76
Front Right Corner-1 1 11.30 2.90 32.77
Front Right Corner-2 1 11.30 2.90 32.77
Drive way Front Horizontal 1 143.08 2.90 414.93
Middle Left Car Parking 1 34.32 2.90 99.53
Drive way Middle Left Vertical 1 31.72 2.90 91.99
Middle Centre Car Parking 1 67.26 2.90 195.05
Drive way Middle Centre Vertical 1 30.32 2.90 87.93
Middle Right Car & Bike Parking-1 1 62.82 2.90 182.18
Middle Right Bike Parking-2 1 28.32 2.90 82.13
Lobby Right 1 33.34 2.90 96.69
StairCase -3B 1 18.18 2.90 52.72
Drive way Rear Horizontal 1 143.48 2.90 416.09
Rear Left Corner-1 1 11.30 2.90 32.77
Rear Left Corner-2 1 11.30 2.90 32.77
Rear Left Car Paking 1 71.24 2.90 206.60
Rear Centre In and Out 1 29.48 2.90 85.49
Offset Rear Lobby Both Side 2 9.42 2.90 54.64
Rear Right Car Parking 1 67.37 2.90 195.37
Rear Right Corner-1 1 11.30 2.90 32.77
Rear Right Corner-2 1 11.30 2.90 32.77
Entry to Parking 1 34.50 2.90 100.05
Ramp for Parking 1 43.00 2.90 124.70
Below Plinth for peripheral walls
Around Periphery Drop Wall - all 4 sides:RCWL1 2 218.90 1.50 656.70
3 Sides Retaining Wall for Basement (Except Rear):RCWL2 2 148.20 3.50 1037.40
Rear Side Retaining Wall for Basement:RCWL2 2 60.00 0.00 0.00
For Retaining wall to Parking - BaseSlab:RCWL3 8 25.00 3.35 670.00
For Retaining wall to Parking - stem:RCWL4 8 25.00 1.80 360.00
Floor Drains at BF Along Boundary :RCWL6 0 0.00 1.37 0.00
Floor Drain at Middle Horizontal:RCWL6 0 0.00 1.37 0.00
Floor at Middle Vertical:RCWL6 0 0.00 1.37 0.00
Deduct 1/2 the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 1 4.89 3.85 -18.83
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 2.50 0.00
O12 - Front Left & Parking 2 27.96 3.85 -215.29
O13- Middle Parking Horizontal 2 49.91 3.85 -384.31
O14 - Middle Vertical Drive way 4 11.66 3.85 -179.56
O15 - Rear Left & Right Parking 2 27.96 3.85 -215.29
O16 - Drive Front & Rear 2 67.54 3.85 -520.06
EXTRA internal Plaster
Below wash Basin 0 1.67 0.90 0.00
For Corners 0 10.00 0.90 0.00
Partition wall 0.00
Partition wall 1 5.00 3.50 17.50
Gents Handicappped Toilet 0 3.30 4.00 0.00
Gents WCs 0 2.50 4.00 0.00
Ladies Handicappped Toilet 0 3.30 4.00 0.00
Ladies WCs 0 2.50 4.00 0.00
plastering for Beam Sides
For Horizontal Beams(2*Depth+Width)
Front Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Left Corner-2 - Beam - BG3 2 1.35 1.20 3.24
Front Left Car & Bike Parking - Beam - BG3 1 29.99 1.20 35.99
Front Left Car & Bike Parking - Beam - BG2 1 17.07 0.90 15.36
Front Left Car & Bike Parking - Beam - BG4 1 3.30 1.50 4.95
Lobby Front - Beam - BG7 1 11.17 1.95 21.78
Lobby Front - Beam - BG7 1 11.17 1.95 21.78
Lobby Front - Beam - BG4 1 5.66 1.50 8.48
Lobby Front - Beam - BG3 2 5.66 1.20 13.57
Lobby Front - Beam - BG5 1 5.66 1.80 10.18
Lift-1 & Lift-2 - Beam - BG2 3 1.70 0.90 4.59
Electrical room - Beam - BG3 1 1.70 1.20 2.04
StairCase -1A - Beam - BG2 2 3.35 0.90 6.03
Offset Front Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Front Lobby Both Side - Beam - BG7 2 3.36 1.95 13.10
Front Right Car & Bike Parking - Beam - BG2 1 14.07 0.90 12.66
Front Right Car & Bike Parking - Beam - BG3 1 21.23 1.20 25.48
Front Right Car & Bike Parking - Beam - BG4 1 6.97 1.50 10.46
Front Right Corner-1 - Beam - BG3 1 4.30 1.20 5.16
Front Right Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Front Right Corner-2 - Beam - BG2 2 1.35 0.90 2.43
Front Right Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Drive way Front Horizontal - Beam - BG7 1 7.18 1.95 14.01
Drive way Front Horizontal - Beam - BG2 1 2.17 0.90 1.95
Middle Left Car Parking - Beam - BG2 1 14.17 0.90 12.75
Drive way Middle Left Vertical - Beam - BG3 3 6.97 1.20 25.09
Drive way Middle Left Vertical - Beam - BG4 1 6.97 1.50 10.46
Middle Centre Car Parking (After Deducting Tree Portion) - Beam - BG1 4 1.44 0.76 4.38
Drive way Middle Centre Vertical - Beam - BG3 0 3.50 1.20 0.00
Middle Right Car & Bike Parking-1 - Beam - BG2 2 14.06 0.90 25.30
Middle Right Bike Parking-2 - Beam - BG4 1 6.94 1.50 10.40
Lobby Right - Beam - BG3 1 11.23 1.20 13.47
StairCase -3B - Beam - BG3 0 4.20 1.20 0.00
Drive way Rear Horizontal - Beam - BG2 1 10.33 0.90 9.29
Drive way Rear Horizontal - Beam - BG3 1 5.29 1.20 6.34
Drive way Rear Horizontal - Beam - BG4 1 21.47 1.50 32.21
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Rear Left Corner-2 - Beam - BG3 1 1.35 1.20 1.62
Rear Left Car Paking - Beam - BG3 1 14.29 1.20 17.14
Rear Left Car Paking - Beam - BG4 1 9.70 1.50 14.55
Rear Centre In and Out - Beam - BG7 2 11.17 1.95 43.56
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Rear Lobby Both Side - Beam - BG7 2 3.36 1.95 13.10
Rear Right Car Parking - Beam - BG3 1 18.93 1.20 22.71
Rear Right Car Parking - Beam - BG4 1 18.93 1.50 28.39
Entry to Parking - Beam - BG3 0 11.17 1.20 0.00
Ramp for Parking - Beam - BG3 0 17.00 1.20 0.00
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear RightCorner-2 - Beam - BG3 2 1.35 1.20 3.24
For Vertical Beams(2*Depth+Width)
Front Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Front Left Car & Bike Parking - Beam - BG3 5 9.93 1.20 59.58
Front Left Car & Bike Parking - Beam - BG6 1 9.93 1.65 16.38
Lobby Front - Beam - BG3 2 9.70 1.20 23.28
Lobby Front - Beam - BG4 1 6.97 1.50 10.46
Lift-1 & Lift-2 - Beam - BG1 4 2.30 0.76 6.99
Electrical room - Beam - BG1 2 1.91 0.76 2.90
StairCase -1A - Beam - BG3 1 6.97 1.20 8.36
Offset Front Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
Front Right Car & Bike Parking - Beam - BG3 7 9.93 1.20 83.41
Front Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner-1 - Beam - BG7 1 5.84 1.95 11.39
Front Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Drive way Front Horizontal - Beam - BG3 6 4.00 1.20 28.80
Middle Left Car Parking - Beam - BG3 4 15.43 1.20 74.06
Drive way Middle Left Vertical - Beam - BG5 0 11.66 1.80 0.00
Middle Centre Car Parking (After Deducting Tree Portion) - Beam - BG3 0 11.66 1.20 0.00
Drive way Middle Centre Vertical - Beam - BG3 0 11.66 1.20 0.00
Middle Right Car & Bike Parking-1 - Beam - BG3 4 15.43 1.20 74.06
Middle Right Bike Parking-2 - Beam - BG2 2 4.23 0.90 7.61
Lobby Right - Beam - BG4 2 6.97 1.50 20.91
StairCase -3B - Beam - BG5 2 4.89 1.80 17.60
Drive way Rear Horizontal - Beam - BG3 18 4.20 1.20 90.72
Drive way Rear Horizontal - Beam - BG3 2 4.20 1.20 10.08
Rear Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Rear Left Car Paking - Beam - BG3 5 5.50 1.20 33.00
Rear Left Car Paking - Beam - BG4 1 5.50 1.50 8.25
Rear Centre In and Out - Beam - BG3 4 5.50 1.20 26.40
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
Rear Right Car Parking - Beam - BG3 4 5.50 1.20 26.40
Entry to Parking - Beam - BG3 0 6.08 1.20 0.00
Ramp for Parking - Beam - BG3 0 4.50 1.20 0.00
Rear RighrCorner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear RightCorner-2 - Beam - BG7 1 5.84 1.95 11.39
Centre circular beam - Beam - BG7 1 34.39 1.95 67.06
46 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 4 0 3.6 0.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 95.39 95.39
47 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Add two Times the Chajja Area 2 134.97 269.95
Extra Extenral Plaster 0 0.00 0.00 0.00
For Architectural Beauty 36 2.50 0.30 27.00
Circular Pedastals 0 3.30 2.00 0.00
Circular Columns 36 2.83 3.60 366.44
Parapet (Architectural beauty) 1 226.90 1.00 226.90
FOR EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Periphery 0 0.00 2.20 0.00
Deduct the area of the door & window openings
for Openings 0.00
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 2.50 0.00
O12 - Front Left & Parking 0 27.96 3.85 0.00
O13- Middle Parking Horizontal 0 49.91 3.85 0.00
O14 - Middle Vertical Drive way 0 11.66 3.85 0.00
O15 - Rear Left & Right Parking 0 27.96 3.85 0.00
O16 - Drive Front & Rear 0 67.54 3.85 0.00
Washing Platform 0.00
48 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Front Left Car & Bike Parking 1 27.96 9.93 277.64
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Front Right Car & Bike Parking 1 27.96 9.93 277.64
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Drive way Front Horizontal 1 67.54 4.00 270.16
Middle Left Car Parking 1 5.50 11.66 64.13
Drive way Middle Left Vertical 1 4.20 11.66 48.97
Middle Centre Car Parking 1 21.97 11.66 256.17
Drive way Middle Centre Vertical 1 3.50 11.66 40.81
Middle Right Car & Bike Parking-1 1 19.75 11.66 230.29
Middle Right Bike Parking-2 1 9.93 4.23 42.00
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Drive way Rear Horizontal 1 67.54 4.20 283.67
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Rear Left Car Paking 1 30.12 5.50 165.66
Rear Centre In and Out 1 9.24 5.50 50.82
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Rear Right Car Parking 1 28.19 5.50 155.02
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry to Parking 1 11.17 6.08 67.91
Ramp for Parking -1 17.00 4.50 -76.50
Landscaping Area - Left 0 28.46 15.68 0.00
Landscaping Area - Right 0 28.46 20.13 0.00
Slab Beside Stair A Type (Rear to Lift) 0 3.46 5.46 0.00
Slab for Stair A Type (Approach) 0 3.36 2.37 0.00
Slab Projection Alround (Deducting Lobby Area) 1 174.06 0.50 87.03
Deduct for Polycarbonate Lighting 0 6.61 1.00 0.00
Projections for Cuboard Over Lintel
Basement 1 10.74 0.45 4.83
Ceiling Quantity 2433.56
Quantity is same as interior plaster : 6052.54 Sq m. 6052.54
Ceiling Quantity 2433.56
49 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Lobby Front 1 11.17 9.70 108.35
StairCase -1A 1 3.35 6.97 23.35
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Add for Thresholds
For study table 0.00
Room 3 & Library 0 0.00 0.60 0.00
At window Periphery
Ventilators 0.00
Lobby Front 1 41.74 0.10 4.17
StairCase -1A 1 20.64 0.10 2.06
Lobby Right 1 33.34 0.10 3.33
StairCase -3B 1 18.18 0.10 1.82
Deduct for Skirting
Entrance Steps 0 10.20 0.00 0.00
side steps 0 2.00 0.00 0.00
Rear Steps 0 1.50 0.00 0.00
Court Yard Steps 0 0.00 0.00 0.00
50 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Entrance Stair Case
Adding 20% for skirting and Nosing 5.29
51 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For Window Periphery
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 0 2.00 0.00
Landing -3-B2 1 2.00 2.00
Landing -4-C 0 3.36 0.00
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
52 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 0 2.00 0.00
Landing -3-B2 1 2.00 2.00
Landing -4-C 0 3.36 0.00
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
0 9.34 Vol-2, Pg -64 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications.
Add for threshholds 0.00
53 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
Electrical room 1 1.70 1.91 3.25
Add for Thresholds
Electrical room 1 7.22 0.10 0.72
Deduct- skirting for Door Openings
54 9.2 Vol-2, Pg -59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge.
Concrete Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Front Left Car & Bike Parking 1 27.96 9.93 277.64
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Front Right Car & Bike Parking 1 27.96 9.93 277.64
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Drive way Front Horizontal 1 67.54 4.00 270.16
Middle Left Car Parking 1 5.50 11.66 64.13
Drive way Middle Left Vertical 1 4.20 11.66 48.97
Middle Centre Car Parking 1 21.97 11.66 256.17
Drive way Middle Centre Vertical 1 3.50 11.66 40.81
Middle Right Car & Bike Parking-1 1 19.75 11.66 230.29
Middle Right Bike Parking-2 1 9.93 4.23 42.00
Drive way Rear Horizontal 1 67.54 4.20 283.67
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Rear Left Car Paking 1 30.12 5.50 165.66
Rear Centre In and Out 1 9.24 5.50 50.82
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Rear Right Car Parking 1 28.19 5.50 155.02
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry to Parking 1 11.17 6.08 67.91
Ramp for Parking 1 17.00 4.50 76.50
Other area than 0.00
Landscaping Area - Left 0 28.46 15.68 0.00
Landscaping Area - Right 0 28.46 20.13 0.00
0 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
For Toilet Flooring 0
Add for Thresholds 0.00
HORIZONTALS 0.00
Class Room 0 4.50 1.80 0.00
Art Craft & culture Room 0 4.50 1.80 0.00
Class Room 0 6.30 0.23 0.00
Art Craft & culture Room 0 6.30 0.23 0.00
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
Deductions 0.00
Ventilators 0.00
55 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity of Interior plaster 6052.54
Quantity of ceiling 2433.56
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling painting 0.00
56 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting - AntiFungal
Quantity same as exterior plaster+2 times the area of the chajja 1088.17
0 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill 0.00
Square meter area is same as M S grill Window(Above) 0.00
57 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 86.40
For MS Door Shutters x 2.1
For MS Door frames
58 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
For wooden Shutters
Total Shutter area 12.83
Multiplying Doors qty by 2.4 30.78
For Wooden Door Frames
59 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting for woods
Quantity same as above primer on doors 39.61
0 6.8.2 Vol-3, Pg-51 Precast Cement Concrete Interlocking Blocks : IRC SP 63: 2018 : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)
Pavers alround Building 0
0 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
false ceiling 0.00
Deputy Director (District Center) 0 0.00 3.77 0.00
0 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
PVC False Ceiling 0.00
Corridor Rear Horizontal Left &Right 0 0.00 3.00 0.00
Corridor Rear VerticalLeft &Right 0 0.00 3.00 0.00
60 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Name Board for various offices 1 10000 10000.00
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2.
Stone Partition 0.00
Washing Platform 0 0.60 0.75 0.00
0 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding 0.00
Corridor Rear Left & Right Vertical 0 24.49 1.00 0.00
Corridor Rear Left & Right Horizontal 0 46.78 1.00 0.00
0 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Glass Partition 0.00
61 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
For Roof slab 0.00
Quantity same as roof slab 0 0 364.31 0.00
For Quantity same as Ceramic Flooring for Toilets 1 0.00 0.00
Add 20% for Haunch 0.2 0.00 0.00
For Retaining wall 1 226.90 3.00 680.70
62 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
Rain water Down Take Pipe 35 5.00 175.00
For Ducts 4 35.00 140.00
63 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. 175
for covering with polycarbonate sheet to parking 2 3.00 5.00 30.00
For Parking Entry 2 11.50 6.50 149.50
Considering 28 kg/sqm 28.00 179.50 5026.00
64 7.49.1 Vol-2, Pg -31 Supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/m2 K (max)
Polycarbonate sheet
for covering with polycarbonate sheet to parking 2 3.00 5.00 30.00
for covering with polycarbonate sheet to parking 2 11.50 6.50 149.50
65 11.16.3 Vol-2, Pg -83 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
Wicket Gate 1 1.20 1.80 2.16
Considering 30 kg/sqm 30 17.16 514.80
66 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
67 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
For 4 Lobbies - 2 sides each
24 Columns - 2 Faces 24 4.50 108.00
Beams Front and Rear Lobby 4 10.20 40.80
68 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
For 4 Lobbies - 2 sides each
24 Columns - 2 Faces 24 4.50 108.00
Beams Front and Rear Lobby 4 10.20 40.80
69 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
Core Sample for each floor 5 5.00
70 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Cleaning flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Front Left Car & Bike Parking 1 27.96 9.93 277.64
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Front Right Car & Bike Parking 1 27.96 9.93 277.64
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Drive way Front Horizontal 1 67.54 4.00 270.16
Middle Left Car Parking 1 5.50 11.66 64.13
Drive way Middle Left Vertical 1 4.20 11.66 48.97
Middle Centre Car Parking 1 21.97 11.66 256.17
Drive way Middle Centre Vertical 1 3.50 11.66 40.81
Middle Right Car & Bike Parking-1 1 19.75 11.66 230.29
Middle Right Bike Parking-2 1 9.93 4.23 42.00
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Drive way Rear Horizontal 1 67.54 4.20 283.67
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Rear Left Car Paking 1 30.12 5.50 165.66
Rear Centre In and Out 1 9.24 5.50 50.82
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Rear Right Car Parking 1 28.19 5.50 155.02
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry to Parking 1 11.17 6.08 67.91
Ramp for Parking 1 17.00 4.50 76.50
71 17.5 Vol-2, Pg -175 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge
Perforated Floor Drain Covers
Floor Drains at BF Along Boundary 1 227.00 227.00
Floor Drain at Middle Horizontal 2 71.00 142.00
Floor at Middle Vertical 2 12.00 24.00
72 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
Total 76,527,927 Cost/Sqft 2,876.39
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for Basement Floor Floor 1
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate .
1 1.12 Vol-1, Pg -8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth. m3 95.00 0.00 95.00 4.75 99.75 0.00 99.75 99.75
2 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. m3 102.00 0.00 102.00 5.10 107.10 0.00 107.10 107.1
3 1.15.2 Vol-1, Pg -9 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m. m3 425.00 0.00 425.00 21.25 446.25 0.00 446.25 381.15
4 2.7.3 CPWD Vol-1, Pg -91 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) sqm 1432.95 14.33 1447.28 72.36 1519.64 0.00 1519.64
5 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m2 177.00 0.00 177.00 8.85 185.85 0.00 185.85 185.85
6 4.1 Vol-2, Pg -5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. m2 118.00 1.18 119.18 5.96 125.14 0.00 125.14
0 6.4 Vol-2, 1st Cordm, 1st Addenda Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 8643.00 86.43 8729.43 436.47 9165.90 0.00 9165.90
7 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade m3 4747.00 47.47 4794.47 239.72 5034.19 0.00 5034.19
8 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 62.19 6281.19 314.06 6595.25 0.00 6595.25
9 SL No-1a, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a: Isolated for Percentage on finished rate of concrete per m3 is 8% m3 0.08 0.00 0.08 0.00 0.08 0.00 0.08
10 SL No-1b, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per m3 is 3% m3 0.03 0.00 0.03 0.00 0.03 0.00 0.03
11 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 62.19 6281.19 314.06 6595.25 0.00 6595.25
12 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
13 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% m3 0.10 0.00 0.10 0.00 0.10 0.00 0.10
14 SL No-2, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
0 5.1.1 Vol-2, Pg -9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). m3 5585.00 55.85 5640.85 282.04 5922.89 0.00 5922.89
0 5.4 Vol-2, Pg -9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). m3 6364.00 63.64 6427.64 321.38 6749.02 0.00 6749.02
15 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 266.00 0.00 266.00 13.30 279.30 0.00 279.30
16 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 433.00 0.00 433.00 21.65 454.65 0.00 454.65
0 6.5 Vol-2, Pg -13 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 10956.00 109.56 11065.56 553.28 11618.84 0.00 11618.84
0 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 59.84 6043.84 302.19 6346.03 0.00 6346.03
0 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% m3 0.10 0.00 0.10 0.00 0.10 0.00 0.10
17 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 59.84 6043.84 302.19 6346.03 0.00 6346.03
18 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
19 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
20 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 62.19 6281.19 314.06 6595.25 0.00 6595.25
21 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
22 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
23 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
24 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
25 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 801.95 80996.95 4049.85 85046.80 0.00 85046.80
26 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 79.78 8057.78 402.89 8460.67 0.00 8460.67
0 6.32 Vol-2, Pg -17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. m2 1308.00 13.08 1321.08 66.05 1387.13 0.00 1387.13
27 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 10.29 1039.29 51.96 1091.25 0.00 1091.25
0 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 20.17 2037.17 101.86 2139.03 0.00 2139.03
0 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 1429.50 144379.20 7218.96 151598.16 0.00 151598.16
28 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 988.15 99803.15 4990.16 104793.31 0.00 104793.31
29 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 10.15 1025.15 51.26 1076.41 0.00 1076.41
0 12.14 Deleted Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) m2 0.00 0.00 0.00 0.00 0.00 0.00 0.00
30 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 70.85 7155.85 357.79 7513.64 0.00 7513.64
31 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 45.32 4577.32 228.87 4806.19 0.00 4806.19
32 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 11.14 1125.14 56.26 1181.40 0.00 1181.40
33 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 107.83 10890.83 544.54 11435.37 0.00 11435.37
34 11.14.2.1 Vol-2, Pg -81 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 501.00 5.01 506.01 25.30 531.31 0.00 531.31
35 11.4 Vol-2, Pg -77 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 5221.00 52.21 5273.21 263.66 5536.87 0.00 5536.87
36 11.6.1 Vol-2, Pg -78 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 2633.00 26.33 2659.33 132.97 2792.30 0.00 2792.30
37 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 4.37 441.37 22.07 463.44 0.00 463.44
38 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 4.35 439.35 21.97 461.32 0.00 461.32
39 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 2.49 251.49 12.57 264.06 0.00 264.06
40 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 2.75 277.75 13.89 291.64 0.00 291.64
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 2.39 241.39 12.07 253.46 0.00 253.46
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 62.45 6307.45 315.37 6622.82 0.00 6622.82
41 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 67.34 6801.34 340.07 7141.41 0.00 7141.41
42 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 57.19 5776.19 288.81 6065.00 0.00 6065.00
43 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 1.83 184.83 9.24 194.07 0.00 194.07
44 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 5.65 570.65 28.53 599.18 0.00 599.18
45 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 2.53 255.53 12.78 268.31 0.00 268.31
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 2.40 242.40 12.12 254.52 0.00 254.52
46 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 0.38 38.38 1.92 40.30 0.00 40.30
47 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 3.82 385.82 19.29 405.11 0.00 405.11
48 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 1.00 101.00 5.05 106.05 0.00 106.05
49 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 28.48 2876.48 143.82 3020.30 0.00 3020.30
50 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 53.26 5379.26 268.96 5648.22 0.00 5648.22
51 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 3.28 331.28 16.56 347.84 0.00 347.84
52 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 3.14 317.14 15.86 333.00 0.00 333.00
0 9.34 Vol-2, Pg -64 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. m2 1541.00 15.41 1556.41 77.82 1634.23 0.00 1634.23
53 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 11.41 1152.41 57.62 1210.03 0.00 1210.03
54 9.2 Vol-2, Pg -59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge. m2 793.00 7.93 800.93 40.05 840.98 0.00 840.98
0 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 25.82 2607.82 130.39 2738.21 0.00 2738.21
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. m2 1446.00 14.46 1460.46 73.02 1533.48 0.00 1533.48
55 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 1.58 159.58 7.98 167.56 0.00 167.56
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 0.33 33.33 1.67 35.00 0.00 35.00
56 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 1.56 157.56 7.88 165.44 0.00 165.44
0 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 0.50 50.50 2.53 53.03 0.00 53.03
57 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 1.15 116.15 5.81 121.96 0.00 121.96
58 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 0.53 53.53 2.68 56.21 0.00 56.21
59 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 1.38 139.38 6.97 146.35 0.00 146.35
0 6.8.2 Vol-3, Pg-51 Precast Cement Concrete Interlocking Blocks : IRC SP 63: 2018 : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) m2 1161.00 0.00 1161.00 58.05 1219.05 0.00 1219.05
0 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 22.42 2264.42 113.22 2377.64 0.00 2377.64
0 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 19.78 1997.78 99.89 2097.67 0.00 2097.67
60 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.04 4.04 0.20 4.24 0.00 4.24
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2. m2 4003.00 40.03 4043.03 202.15 4245.18 0.00 4245.18
0 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 36.02 3638.02 181.90 3819.92 0.00 3819.92
0 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 30.43 3073.43 153.67 3227.10 0.00 3227.10
61 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 8.17 825.17 41.26 866.43 0.00 866.43
62 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 2.91 293.91 14.70 308.61 0.00 308.61
63 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 1.13 114.13 5.71 119.84 0.00 119.84
64 7.49.1 Vol-2, Pg -31 Supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/m2 K (max) m2 3890.00 38.90 3928.90 196.45 4125.35 0.00 4125.35
65 11.16.3 Vol-2, Pg -83 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 122.00 1.22 123.22 6.16 129.38 0.00 129.38
66 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 5.48 553.48 27.67 581.15 0.00 581.15
67 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 20.00 2020.00 101.00 2121.00 0.00 2121.00
68 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 7.25 732.25 36.61 768.86 0.00 768.86
69 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 13.00 1313.00 65.65 1378.65 0.00 1378.65
70 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.03 3.03 0.15 3.18 0.00 3.18
71 17.5 Vol-2, Pg -175 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge Each 1123.00 11.23 1134.23 56.71 1190.94 0.00 1190.94
72 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 18.00 1818.00 90.90 1908.90 0.00 1908.90
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Basement Floor Water Supply Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
BF MEASUREMENTS AND ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 2 2.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
Total Nos 2.00 897.18 1794
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
0 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 0 0.00
Ladies toiles 0 0.00
4 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 4 4.00
5 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 4 4.00
6 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 10 10.00
7 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 10 10.00
8 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 2 2.00
9 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 2 2.00
10 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 2 2.00
11 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
0 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
12 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
0 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
0 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
13 1.4.1 Vol-1, Pg -5 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m.
From bore to building 1 150 0.6 0.9 81.00
Around building 1 100 0.6 0.9 54.00
14 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Quantity taken as excavation quantity m3 135.00 279.30 37706
15 13.7.1 Vol-5, Pg -149 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 1.50 HP/1.1KW 7 STG.
Single phase sub pump 4.00 4.00
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500 0
storage capacity (1000LNos-2) 2 1000 2000
storage capacity (1500LNos-0) 0 1500 0
storage capacity (2000LNos-0) 0 2000 0
17 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 1 200 200.00
0 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well/Sump to OHT 0 0 0.00
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 100 100.00
from Over head storage water tank to GF 2 20 40.00
Rising main 1 200 200.00
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 0 0.00
From OHT along the wall (25mm) to 20mm dia pipe 2 30 60.00
From 25mm dia along wall to 20mm dia pipe 2 0 0.00
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Cold) for inside Building 2 10 20.00
from out source water line to building 2 10 20.00
21 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 1 10 10.00
22 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 20 20.00
Total Each 20.00 342.54 6851
23 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 30 30.00
Total Each 30.00 233.31 6999
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 2 0.00
Gents Toilet 0 5 0.00
Ladies Toilet 0 5 0.00
Toilets 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 1 1.00
Ladies Toilet 1 1 1.00
Toilets 1 1 1.00
Nos 3.00 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024 Roads 1 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- Basement Floor Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 8.46 854.46 42.72 897.18 0.00 897.18
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 11.17 1128.17 56.41 1184.58 0.00 1184.58
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 24.26 2450.26 122.51 2572.77 0.00 2572.77
0 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 10.20 1030.20 51.51 1081.71 0.00 1081.71
4 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 6.20 626.20 31.31 657.51 0.00 657.51
5 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 8.09 817.09 40.85 857.94 0.00 857.94
6 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 7.25 732.25 36.61 768.86 0.00 768.86
7 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 3.05 308.05 15.40 323.45 0.00 323.45
8 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 2.96 298.96 14.95 313.91 0.00 313.91
9 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 3.14 317.14 15.86 333.00 0.00 333.00 621 409
10 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 5.49 554.49 27.72 582.21 0.00 582.21 600
11 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 5.98 603.98 30.20 634.18 0.00 634.18 973
0 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 7.02 709.02 35.45 744.47 0.00 744.47 1315
12 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 8.55 863.55 43.18 906.73 0.00 906.73 2052
0 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 2.79 281.79 14.09 295.88 0.00 295.88
0 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 6.20 626.20 31.31 657.51 0.00 657.51
13 1.4.1 Vol-1, Pg -5 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m. m3 242.00 0.00 242.00 12.10 254.10 0.00 254.10
14 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 266.00 0.00 266.00 13.30 279.30 0.00 279.30
15 13.7.1 Vol-5, Pg -149 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 1.50 HP/1.1KW 7 STG. Each 13910.00 0.00 13910.00 695.50 14605.50 0.00 14605.50
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.09 9.09 0.45 9.54 0.00 9.54 13.34 13.78
17 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 7.81 788.81 39.44 828.25 0.00 828.25 13.31.6 13.87.6 450
0 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 5.36 541.36 27.07 568.43 0.00 568.43 13.31.5 13.87.5 300
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 4.00 404.00 20.20 424.20 0.00 424.20 13.31.4 13.87.4 215
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 3.18 321.18 16.06 337.24 0.00 337.24 13.31.3 13.87.3 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 2.42 244.42 12.22 256.64 0.00 256.64 13.31.2 13.87.2 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 4.77 481.77 24.09 505.86 0.00 505.86 13.32.3 13.86.3 250
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 3.79 382.79 19.14 401.93 0.00 401.93 13.32.2 13.86.2 210
21 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 3.09 312.09 15.60 327.69 0.00 327.69 13.32.1 13.86.1 130
22 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 3.23 326.23 16.31 342.54 0.00 342.54 37.28.1
23 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 2.20 222.20 11.11 233.31 0.00 233.31 37.35
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Basement Floor Sanitary Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
BF MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
0 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 0 0.00
Ladies toiles 0 0.00
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Total Each 0.00 5179.48 0
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 0 0.00
Ladies toiles 0 0.00
Total Each 0.00 6338.61 0
0 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Urinal Basin 0.00
Gents toilets 6 0.00 0.00
Total Each 0.00 9164.84 0
0 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
For wash basin 0.00
Wash Basin 0 1 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 1 0.00
0 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR) 0.0
Toilet 8 0 0.00
Gents Toilets 8 0 0.00
Ladies toiles 8 0 0.00
0 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 2 0 0.00
Gents Toilets 2 0 0.00
Ladies toiles 2 0 0.00
0 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 0 0.0
Gents Toilet 0 0.0
Ladies Toilet 0 0.0
Total Each 0.00 1293.81 0
0 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 0 4 0.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 0 4 0.00
0 14.40.2 Vol-2, Pg -137 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.
Hand wash 0 0.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
Total Nos 0.00 526.01 0
1 16.1.1 Vol-5, Pg -186 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 100 mm dia. pipes (This is for house service connection only).
Inspection Chamber 30 30.00
2 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 10 50.0
For Sullage 5 10 50.0
Below Ground for Drainage at Basement 50 5 250.0
0 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab 0.0
Hand wash 0 2.2 1.5 0.0
Gents toilet 0 2.4 1.75 0.0
Ladies Toilet 0 2.4 1.75 0.0
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab 0.0
Hand wash 0 1.5 0.6 0.0
Gents toilet 0 1 0.6 0.0
Ladies Toilet 0 1.2 0.6 0.0
3 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 0 5 0.00
Gents Toilet 0 5 0.00
Ladies Toilet 0 5 0.00
Toilets 1 5 5.00
0 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:.
Hand wash 0 10 0.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 0 6 0.00
Total Each 0.00 2685.19 0
Total 176,383.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 8 GL #VALUE!
Gents Toilets 8 FF #VALUE!
Ladies toiles 8 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 0 0.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 0 0.0
Gents Toilet 0 0.0
Ladies Toilet 0 0.0
Total Nos 0.0 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024 1.00
RATE ANLYSIS OF SANITARY WORKS- BASEMENT FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate
0 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 48.84 4932.84 246.64 5179.48 0.00 5179.48
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 59.77 6036.77 301.84 6338.61 0.00 6338.61
0 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 86.42 8728.42 436.42 9164.84 0.00 9164.84
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 30.82 3112.82 155.64 3268.46 0.00 3268.46
0 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 25.61 2586.61 129.33 2715.94 0.00 2715.94
0 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 2.72 274.72 13.74 288.46 0.00 288.46
0 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 55.62 5617.62 280.88 5898.50 0.00 5898.50
0 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 12.20 1232.20 61.61 1293.81 0.00 1293.81
0 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 1.95 196.95 9.85 206.80 0.00 206.80
0 14.40.2 Vol-2, Pg -137 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Each 496.00 4.96 500.96 25.05 526.01 0.00 526.01
1 16.1.1 Vol-5, Pg -186 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 100 mm dia. pipes (This is for house service connection only). m 370.00 0.00 370.00 18.50 388.50 0.00 388.50
2 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 0.00 411.00 20.55 431.55 0.00 431.55
0 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 1.13 114.13 5.71 119.84 0.00 119.84
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 28.48 2876.48 143.82 3020.30 0.00 3020.30
3 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 25.81 2606.81 130.34 2737.15 0.00 2737.15 13.39
0 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:. Each 2532.00 25.32 2557.32 127.87 2685.19 0.00 2685.19 13.38
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PWD - 2018-19 SR Belagavi Circle
Estimate for Stilt Floor (Civil Works)
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS & ABSTRACT OF STILT FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate (Rs) Amount
0 1.12 Vol-1, Pg -8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth.
1 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
Excavation in all kinds of Soil
Excavation for Curtain Wall at periphery 0 218.90 0.60 1.20 0.00 0.00
Excavation for Curtain Wall at OTS 0 61.62 0.45 1.20 0.00
Less for Periphery Confining Wall 0.00
Entrance Steps 1 10.20 1.80 0.60 11.02
Court Yard Steps 0 0.00 1.50 0.60 0.00
For Any Other 0.60 0.00
Tank For Washing 0 2.50 0.75 0.60 0.00
Excavation for wall 2 10.00 1.00 0.60 12.00
Standing Platform
Excavation for wall 2 12.00 1.00 0.60 14.40
2 2.7.3 CPWD Vol-1, Pg -91 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited)
Excavation in Ordinary/Soft Rock
Entrance Steps 1 10.20 1.80 0.60 11.02
Court Yard Steps 0 0.00 1.50 0.60 0.00
For Any Other 0.00
Tank For Washing 0 3.60 0.75 1.20 0.00
3 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.
Excavation for Curtain Wall at periphery 0 218.90 0.60 0.00
Excavation for Curtain Wall at OTS 0 61.62 0.45 0.00
Entrance Steps 1 10.20 1.80 5.51
side steps 1 6.75 1.80 3.65
Rear Steps 0 1.50 1.50 0.00
Court Yard Steps 0 0.00 1.50 0.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00
4 4.1 Vol-2, Pg -5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.
Anti Termite treament
Plinth Area + Portico = 2396.47 Sqm. 0 2396.47 1.00 0.00
Entry & Exit Ramp for Parking 2 25 4.5 225.00
Portico Right 1 5.05 9.85 49.74
Portico Front 1 13.12 12.35 162.03
0 6.4 Vol-2, 1st Cordm, 1st Addenda Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Boulder/Sand filling 0.00
Entrance Steps 1 10.20 1.80 0.00 0.00
Court Yard Steps 0 0.00 1.50 0.00 0.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00 0.00
5 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade
P C C in Foundation
PCC for Curtain Wall at periphery 0 218.90 0.38 0.15 0.00
PCC for Curtain Wall at periphery -OTS 0 61.62 0.31 0.15 0.00
STEPS Less for Periphery Confining Wall
Standing Platform
PCC for Below SSM 2 12.00 1.00 0.10 2.40
Below Room Flooring CF1 0 4.60 0.60 0.15 0.00
Corridor Front Left Horizontal 0 28.19 2.50 0.10 0.00 CF4 0 7.60 0.60 0.15 0.00
Corridor Front Left Vertical 0 2.50 3.00 0.10 0.00
Bhoomi Kendra/AJSK 0 6.97 2.70 0.10 0.00
Women's Lounge (Sakhi) 0 3.37 6.97 0.10 0.00
Mother's Space for Lactating 0 3.37 3.59 0.10 0.00
Change Room (Sakhi) 0 1.50 1.35 0.10 0.00
Infont of Change Room (Sakhi) 0 1.76 1.47 0.10 0.00
Napkin Change 0 1.61 1.80 0.10 0.00
Toilet (Sakhi Room) 0 1.50 1.80 0.10 0.00
Nadakachari 0 7.23 6.97 0.10 0.00
Cyber Crime Police/Check Post 0 3.37 6.97 0.10 0.00
Electrical room 0 1.70 1.91 0.10 0.00
Offset Front Lobby Both Side 0 3.36 1.35 0.10 0.00
Officer (Election) 0 3.37 6.97 0.10 0.00
Election Material Store 0 14.43 6.97 0.10 0.00
Office (Election) 0 6.97 6.97 0.10 0.00
Corridor Front Right Horizontal 0 28.19 2.50 0.10 0.00
Rear Left Corner-1 0 4.30 1.35 0.10 0.00
Rear Left Corner-2 0 1.35 4.30 0.10 0.00
Corridor Front Right Vertical 0 2.50 11.66 0.10 0.00
Lobby Right 0 9.70 6.97 0.10 0.00
Entrance to Multipurpose Hall 0 9.70 4.00 0.10 0.00
Multipurpose Hall 0 14.43 15.43 0.10 0.00
Ladies Toilet (Basin) 0 1.76 4.13 0.10 0.00
Ladies Toilet (Diff Abled) 0 1.80 1.50 0.10 0.00
Ladies Toilet (WCs) 0 1.50 1.05 0.10 0.00
Gents Toilet (Basin) 0 3.37 1.05 0.10 0.00
Gents Toilet (Urinals) 0 1.76 2.89 0.10 0.00
Gents Toilet (Diff Abled) 0 1.80 1.50 0.10 0.00
Gents Toilet (WCs) 0 1.50 1.05 0.10 0.00
Drive way Entry- Horizontal 0 9.93 4.20 0.10 0.00
Parking Middle Left 0 5.69 15.89 0.10 0.00
Drive way Left Vertical 0 4.00 15.89 0.10 0.00
Parking Middle Right 0 7.20 15.66 0.10 0.00
Centre Corridor Horizontal 0 11.17 2.32 0.10 0.00
Centre Corridor Curved 0 2.00 7.20 0.10 0.00
Centre Corridor infront of Toilet 0 4.17 2.03 0.10 0.00
Middle left around Tree 0 10.27 15.66 0.10 0.00
Rear Left Corner-1 0 4.30 1.35 0.10 0.00
Rear Left Corner-2 0 1.35 4.30 0.10 0.00
Drive way & Parking Rear Horizontal 0 67.54 9.70 0.10 0.00
Offset Rear Lobby Both Side 0 3.36 1.35 0.10 0.00
Rear Right Corner-1 0 4.30 1.35 0.10 0.00
Rear Right Corner-2 0 1.35 4.30 0.10 0.00
Entry & Exit Ramp for Parking 2 25.00 4.50 0.10 22.50
Portico Right 1 5.05 9.85 0.10 4.97
Portico Front 1 13.12 12.35 0.10 16.20
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.10 0.00
Washing Platform 0.00
Washing Platform 0 0.60 0.75 0.10 0.00
Flagging concrete
6 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C For Footing
Footing Pedastal 0.00
7 SL No-1a, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a: Isolated for Percentage on finished rate of concrete per m3 is 8%
Shuttering, Centering & Scaffolding for Footings
For SL No- 6 Concrete Cost
8 SL No-1b, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per m3 is 3%
Shuttering, Centering & Scaffolding for Footings
For SL No- Concrete Cost
9 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
A) R C C Column due to level difference of Ground 0.00
B) M25 R C C Column From Footings to G L
Column - CG15 -0.9m Dia 4 0.64 0.00 0.00
C) M25 R C C Column From G L To P L
Column - CG15 -0.9m Dia 4 0.64 0.00 0.00
10 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For SL No- 9 Concrete Cost
2.10.d Vol-1, Pg -18 R C C for GB/RC Walls
A) R C C for RC WALL
Around Periphery 0 218.90 0.23 1.80 0.00
Entry Retaining wall 4 18.00 0.30 3.85 83.16
Add for Confining Wall above footing 0.00
Sub total : Ground Beam 83.16 6529.95 543,031
11 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10%
Shuttering, Centering & Scaffolding for Earth Retaining Structures
For RC Walll Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Plinth Beams 0.00
B) R C C for Plinth Beam 0.00
Horizontal: 0.00
Front portico:BG3 3 11.40 0.00 0.00 0.00
Right side portico:BG3 2 5.00 0.00 0.00 0.00
Front portico:BG3 3 10.15 0.00 0.00 0.00
Right side portico:BG3 2 8.30 0.00 0.00 0.00
Sub total : plinth Beam 0.00 m3 6529.95 0
0 SL No-2, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Plinth Beam 0
For Plinth Beams Concrete Cost 0
12 5.1.1 Vol-2, Pg -9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
Rubble stone masonary for below GL
Stone Masonry - 1st Step (Below GL) 0.00
Standing Platform
Entrance Steps 1 10.20 1.80 1.00 18.36
Court Yard Steps 0 0.00 1.50 1.00 0.00
Washing Platform 0.00
0 5.4 Vol-2, Pg -9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
Chisel dressed stone masonary for above GL 0.00
Stone Masonry - 3rd Step(Middle above GL) 0.00
Stone Masonry - 2nd Step(Above GL) 0.00
Stone Masonry - 4th Step(Top above GL) 0.00
Washing Platform 0 0.60 0.75 0.45 0.00
13 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Filling available earth
TOTAL EXCAVATION OF HARD SOIL 116.51
%AGE EARTH SUITABLE FOR REFILLING 75% 88.00
TOTAL EXCAVATION OF ALL KIND OF EARTH 314.31
Boulder Soling 0.00
Footing Quantity -86.35
Stone Masonry Below Plinth Level 0.00
FILLING BELOW PLINTH
Plinth Area X Avg Depth (See Below) 0.00
Plinth Area = 0 Sqm
Plinth Height = 0 Average Depth from highest and lowest Level = 0
Base for Flagging Concrete all around the Bldg
TOTAL FILLING QUANTITY BELOW PLINTH 0.00
Total Filling = Total Excavation: 314 + Plinth Filling: 0 - Quantities filled by items :-86.35 = 228 Cum
Filling Available Earth 88.00 m3 454.65 40,009
14 1.8 Vol-1, Pg -7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation.
Total Filling = Total Excavation: 314+Plinth Filling: 0- Quantities filled by items : -86.35 = 228 Cum
Available Earth already used for filling - From Previous Item : 88 Cum 88.00
So Soil to be brought from outside = Total filling : 228- Available : 88 140.00
Depth of Extra Filling due to unevenness of ground 1 0.00 0.00 0.00
Murrum for RAMP Filling 2 10.00 1.50 1.05 31.50
Standing Platform
So Earth to be brought from outside 238.70 m3 497.70 118,801
0 6.5 Vol-2, Pg -13 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM Above GL and Upto Plinth Level 0.00
Entry Retaining wall 0 18.00 0.23 -0.63 0.00
15 2.10.c Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade
Coping over Stone Masonry 0.00
Coping over SSM - RAMP 2 10.00 0.60 0.075 0.90
Coping for RAMP way 2 10.00 1.50 0.10 3.00
Standing Platform
Coping Over BBM 2 12.00 0.30 0.10 0.72
Coping over parapet wall (Terrace) 0.00
Entrance Steps 1 10.20 1.80 0.075 1.38
Court Yard Steps 0 0.00 1.50 0.075 0.00
Flagging concrete
16 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10%
Shuttering, Centering & Scaffolding for Earth Retaining Structures
For SL No- 15 Concrete Cost
17 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 1 5.90 0.230 0.075 0.10
Front Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Left Vertical 0 2.50 0.230 0.075 0.00
Bhoomi Kendra/AJSK 1 6.97 0.230 0.075 0.12
Women's Lounge (Sakhi) 2 3.37 0.230 0.075 0.12
Mother's Space for Lactating 1 3.37 0.230 0.075 0.06
Change Room (Sakhi) 2 1.50 0.115 0.075 0.03
Infont of Change Room (Sakhi) 1 1.76 0.115 0.075 0.02
Napkin Change 1 1.61 0.230 0.075 0.03
Toilet (Sakhi Room) 1 1.50 0.230 0.075 0.03
Nadakachari 2 7.23 0.230 0.075 0.25
Cyber Crime Police/Check Post 2 3.37 0.230 0.075 0.12
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Officer (Election) 2 3.37 0.230 0.075 0.12
Election Material Store 2 14.43 0.230 0.075 0.50
Office (Election) 1 6.97 0.230 0.075 0.12
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Right Vertical 0 2.50 0.230 0.075 0.00
Entrance to Multipurpose Hall 1 9.70 0.230 0.075 0.17
Multipurpose Hall 1 14.43 0.230 0.075 0.25
Ladies Toilet (Basin) 1 1.76 0.230 0.075 0.03
Ladies Toilet (Diff Abled) 1 1.80 0.230 0.075 0.03
Ladies Toilet (WCs) 2 1.50 0.115 0.075 0.03
Gents Toilet (Basin) 1 3.37 0.230 0.075 0.06
Gents Toilet (Urinals) 1 1.76 0.115 0.075 0.02
Gents Toilet (Diff Abled) 1 1.80 0.115 0.075 0.02
Gents Toilet (WCs) 1 1.50 0.115 0.075 0.01
Drive way Entry- Horizontal 0 9.93 0.230 0.075 0.00
Parking Middle Left 0 5.69 0.230 0.075 0.00
Drive way Left Vertical 0 4.00 0.230 0.075 0.00
Parking Middle Right 0 7.20 0.230 0.075 0.00
Centre Corridor Horizontal 0 11.17 0.230 0.075 0.00
Centre Corridor Curved 0 2.00 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Middle left around Tree 0 10.27 0.230 0.075 0.00
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Drive way & Parking Rear Horizontal 1 67.54 0.230 0.075 1.17
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Rear Right Corner-1 1 5.90 0.230 0.075 0.10
Rear Right Corner-2 2 1.35 0.230 0.075 0.05
Entry & Exit Ramp for Parking 0 17.00 0.230 0.075 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.075 0.21
Front Left Corner-1 2 1.35 0.230 0.075 0.05
Front Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Left Horizontal 0 2.50 0.230 0.075 0.00
Bhoomi Kendra/AJSK 1 2.70 0.230 0.075 0.05
Women's Lounge (Sakhi) 2 6.97 0.230 0.075 0.24
Mother's Space for Lactating 1 3.59 0.115 0.075 0.03
Change Room (Sakhi) 1 1.35 0.115 0.075 0.01
Infont of Change Room (Sakhi) 0 1.47 0.230 0.075 0.00
Napkin Change 1 1.80 0.115 0.075 0.02
Toilet (Sakhi Room) 1 1.80 0.115 0.075 0.02
Nadakachari 1 6.97 0.230 0.075 0.12
Cyber Crime Police/Check Post 1 6.97 0.230 0.075 0.12
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 4 1.35 0.230 0.075 0.09
Officer (Election) 1 6.97 0.230 0.075 0.12
Election Material Store 1 6.97 0.230 0.075 0.12
Office (Election) 1 6.97 0.230 0.075 0.12
Corridor Front Right Horizontal 0 2.50 0.230 0.075 0.00
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Entrance to Multipurpose Hall 2 4.00 0.230 0.075 0.14
Multipurpose Hall 1 15.43 0.230 0.075 0.27
Ladies Toilet (Basin) 2 4.13 0.230 0.075 0.14
Ladies Toilet (Diff Abled) 1 1.50 0.115 0.075 0.01
Ladies Toilet (WCs) 2 1.05 0.115 0.075 0.02
Gents Toilet (Basin) 2 1.05 0.230 0.075 0.04
Gents Toilet (Urinals) 2 2.89 0.230 0.075 0.10
Gents Toilet (Diff Abled) 1 1.50 0.115 0.075 0.01
Gents Toilet (WCs) 1 1.05 0.115 0.075 0.01
Drive way Entry- Horizontal 1 4.20 0.230 0.075 0.07
Parking Middle Left 1 15.89 0.230 0.075 0.27
Drive way Left Vertical 0 15.89 0.230 0.075 0.00
Parking Middle Right 0 15.66 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 2.03 0.230 0.075 0.00
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Drive way & Parking Rear Horizontal 2 5.20 0.230 0.075 0.18
Offset Rear Lobby Both Side 4 1.35 0.230 0.075 0.09
Rear Right Corner-1 2 1.35 0.230 0.075 0.05
Rear Right Corner-2 1 5.90 0.230 0.075 0.10
Entry & Exit Ramp for Parking 2 4.50 0.230 0.075 0.16
Gents Toilet - WCs 8 1.50 0.115 0.075 0.10
Ladies Toilet - WCs 8 1.50 0.115 0.075 0.10
R C C Lintel Beam
Front Left Corner-1 1 5.90 0.23 0.18 0.24
Front Left Corner-2 2 1.35 0.23 0.18 0.11
Corridor Front Left Vertical 0 2.50 0.23 0.18 0.00
Bhoomi Kendra/AJSK 1 6.97 0.23 0.18 0.28
Women's Lounge (Sakhi) 2 3.37 0.23 0.18 0.27
Mother's Space for Lactating 1 3.37 0.23 0.18 0.14
Change Room (Sakhi) 2 1.50 0.12 0.18 0.06
Infont of Change Room (Sakhi) 1 1.76 0.12 0.18 0.04
Napkin Change 1 1.61 0.23 0.18 0.06
Toilet (Sakhi Room) 1 1.50 0.23 0.18 0.06
Nadakachari 2 7.23 0.23 0.18 0.58
Cyber Crime Police/Check Post 2 3.37 0.23 0.18 0.27
Electrical room 1 1.70 0.23 0.18 0.07
Offset Front Lobby Both Side 2 3.36 0.23 0.18 0.27
Officer (Election) 2 3.37 0.23 0.18 0.27
Election Material Store 2 14.43 0.23 0.18 1.16
Office (Election) 1 6.97 0.23 0.18 0.28
Rear Left Corner-1 1 5.90 0.23 0.18 0.24
Rear Left Corner-2 2 1.35 0.23 0.18 0.11
Corridor Front Right Vertical 0 2.50 0.23 0.18 0.00
Lobby Right 1 6.97 0.23 0.18 0.28
Entrance to Multipurpose Hall 1 9.70 0.23 0.18 0.39
Multipurpose Hall 1 14.43 0.23 0.18 0.58
Ladies Toilet (Basin) 1 1.76 0.23 0.18 0.07
Ladies Toilet (Diff Abled) 1 1.80 0.23 0.18 0.07
Ladies Toilet (WCs) 2 1.50 0.12 0.18 0.06
Gents Toilet (Basin) 1 3.37 0.23 0.18 0.14
Gents Toilet (Urinals) 1 1.76 0.12 0.18 0.04
Gents Toilet (Diff Abled) 1 1.80 0.12 0.18 0.04
Gents Toilet (WCs) 1 1.50 0.12 0.18 0.03
Drive way Entry- Horizontal 0 9.93 0.23 0.18 0.00
Parking Middle Left 0 5.69 0.23 0.18 0.00
Drive way Left Vertical 0 4.00 0.23 0.18 0.00
Parking Middle Right 0 7.20 0.23 0.18 0.00
Centre Corridor Horizontal 0 11.17 0.23 0.18 0.00
Centre Corridor Curved 0 2.00 0.23 0.18 0.00
Centre Corridor infront of Toilet 0 4.17 0.23 0.18 0.00
Middle left around Tree 0 10.27 0.23 0.18 0.00
Rear Left Corner-1 1 5.90 0.23 0.18 0.24
Rear Left Corner-2 2 1.35 0.23 0.18 0.11
Drive way & Parking Rear Horizontal 1 67.54 0.23 0.18 2.72
Offset Rear Lobby Both Side 2 3.36 0.23 0.18 0.27
Rear Right Corner-1 1 5.90 0.23 0.18 0.24
Rear Right Corner-2 2 1.35 0.23 0.18 0.11
Entry & Exit Ramp for Parking 0 17.00 0.23 0.18 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.23 0.18 0.48
Front Left Corner-1 2 1.35 0.20 0.18 0.09
Front Left Corner-2 1 5.90 0.20 0.18 0.21
Corridor Front Left Horizontal 0 2.50 0.20 0.18 0.00
Bhoomi Kendra/AJSK 1 2.70 0.20 0.18 0.09
Women's Lounge (Sakhi) 2 6.97 0.20 0.18 0.49
Mother's Space for Lactating 1 3.59 0.12 0.18 0.07
Change Room (Sakhi) 1 1.35 0.12 0.18 0.03
Infont of Change Room (Sakhi) 0 1.47 0.20 0.18 0.00
Napkin Change 1 1.80 0.12 0.18 0.04
Toilet (Sakhi Room) 1 1.80 0.12 0.18 0.04
Nadakachari 1 6.97 0.20 0.18 0.24
Cyber Crime Police/Check Post 1 6.97 0.20 0.18 0.24
Lobby Front 1 6.97 0.20 0.18 0.24
Electrical room 1 1.91 0.20 0.18 0.07
Offset Front Lobby Both Side 4 1.35 0.20 0.18 0.19
Officer (Election) 1 6.97 0.20 0.18 0.24
Election Material Store 1 6.97 0.20 0.18 0.24
Office (Election) 1 6.97 0.20 0.18 0.24
Corridor Front Right Horizontal 0 2.50 0.20 0.18 0.00
Rear Left Corner-1 2 1.35 0.20 0.18 0.09
Rear Left Corner-2 1 5.90 0.20 0.18 0.21
Lobby Right 1 6.97 0.20 0.18 0.24
Entrance to Multipurpose Hall 2 4.00 0.20 0.18 0.28
Multipurpose Hall 1 15.43 0.20 0.18 0.54
Ladies Toilet (Basin) 2 4.13 0.20 0.18 0.29
Ladies Toilet (Diff Abled) 1 1.50 0.12 0.18 0.03
Ladies Toilet (WCs) 2 1.05 0.12 0.18 0.04
Gents Toilet (Basin) 2 1.05 0.20 0.18 0.07
Gents Toilet (Urinals) 2 2.89 0.20 0.18 0.20
Gents Toilet (Diff Abled) 1 1.50 0.12 0.18 0.03
Gents Toilet (WCs) 1 1.05 0.12 0.18 0.02
Drive way Entry- Horizontal 1 4.20 0.20 0.18 0.15
Parking Middle Left 1 15.89 0.20 0.18 0.56
Drive way Left Vertical 0 15.89 0.20 0.18 0.00
Parking Middle Right 0 15.66 0.20 0.18 0.00
Centre Corridor infront of Toilet 0 2.03 0.20 0.18 0.00
Rear Left Corner-1 2 1.35 0.20 0.18 0.09
Rear Left Corner-2 1 5.90 0.20 0.18 0.21
Drive way & Parking Rear Horizontal 2 5.20 0.20 0.18 0.36
Offset Rear Lobby Both Side 4 1.35 0.20 0.18 0.19
Rear Right Corner-1 2 1.35 0.20 0.18 0.09
Rear Right Corner-2 1 5.90 0.20 0.18 0.21
Entry & Exit Ramp for Parking 2 4.50 0.20 0.18 0.32
Lintel For Partition Wall
Gents Toilet - WCs 8 1.50 0.12 0.18 0.24
Ladies Toilet - WCs 8 1.50 0.12 0.18 0.24
18 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam & Sill
For SL No. 17 Concrete Cost
2.10.b Vol-1, Pg -18 R C C for Chajja
Chejja All around
Around OTS Portion 1 275.92 0.60 0.100 16.56
Chejja for Side Entry 0 3.00 1.20 0.100 0.00
Box Type - Alround Chejja
Horizontal walls 3 0.60 0.08 0.300 0.04
Vertical Walls 2 0.45 0.08 0.300 0.02
Projections for Cuboard Over Lintel
Office/Food Inspectors-1 1 6.97 0.45 3.14
Bhoomi Kendra 1 11.77 0.45 5.30
Nada kacheri 1 9.15 0.45 4.12
Taluk office 1 21.15 0.45 9.52
19 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Chejja
For Chejjas Concrete Cost
20 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
21 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For SL No- 20 Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Roof Beam
Front Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Left Corner-2 - Beam - BG3 2 1.35 0.30 0.60 0.49
Corridor Front Left Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Front Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Front Left Vertical - Beam - BG4 1 11.43 0.30 0.75 2.57
Bhoomi Kendra/AJSK - Beam - BG3 2 6.97 0.30 0.60 2.51
Mother's Space for Lactating - Beam - BG2 1 3.37 0.30 0.45 0.45
Change Room (Sakhi) - Beam - BG3 0 1.50 0.30 0.60 0.00
Infont of Change Room (Sakhi) - Beam - BG1 0 1.76 0.30 0.38 0.00
Napkin Change - Beam - BG2 1 1.61 0.30 0.45 0.22
Toilet (Sakhi Room) - Beam - BG2 1 1.50 0.30 0.45 0.20
Nadakachari - Beam - BG2 2 7.23 0.30 0.45 1.95
Cyber Crime Police/Check Post - Beam - BG3 2 3.37 0.30 0.60 1.21
Lobby Front - Beam - BG5 1 16.83 0.30 0.90 4.54
Lobby Front - Beam - BG4 2 5.66 0.30 0.75 2.54
Electrical room - Beam - BG1 1 1.70 0.30 0.38 0.19
StairCase -1A - Beam - BG3 2 3.35 0.30 0.60 1.21
Offset Front Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Front Lobby Both Side - Beam - BG3 2 3.36 0.30 0.60 1.21
Officer (Election) - Beam - BG3 2 3.37 0.30 0.60 1.21
Election Material Store - Beam - BG2 1 14.43 0.30 0.45 1.95
Election Material Store - Beam - BG9 1 14.43 0.30 1.15 4.98
Office (Election) - Beam - BG3 1 6.97 0.30 0.60 1.25
Office (Election) - Beam - BG4 1 6.97 0.30 0.75 1.57
Corridor Front Right Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Front Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Left Corner-2 - Beam - BG3 2 1.35 0.30 0.60 0.49
Corridor Front Right Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Lobby Right - Beam - BG3 0 9.70 0.30 0.60 0.00
StairCase -3B - Beam - BG3 1 4.20 0.30 0.60 0.76
Entrance to Multipurpose Hall - Beam - BG4 1 9.70 0.30 0.75 2.18
Multipurpose Hall - Beam - BG5 8 14.43 0.30 0.90 31.16
Multipurpose Hall - Beam - BG9 1 14.43 0.30 1.15 4.98
Ladies Toilet (Basin) - Beam - BG4 0 1.76 0.30 0.75 0.00
Ladies Toilet (Diff Abled) - Beam - BG4 1 1.80 0.30 0.75 0.41
Ladies Toilet (WCs) - Beam - BG1 2 1.50 0.30 0.38 0.34
Gents Toilet (Basin) - Beam - BG3 2 3.37 0.30 0.60 1.21
Gents Toilet (Urinals) - Beam - BG1 0 1.76 0.30 0.38 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.30 0.38 0.00
Drive way Entry- Horizontal - Beam - BG5 1 6.97 0.30 0.90 1.88
Drive way Entry- Horizontal - Beam - BG2 1 17.99 0.30 0.45 2.43
Drive way Entry- Horizontal - Beam - BG4 1 14.77 0.30 0.75 3.32
Parking Middle Left - Beam - BG2 1 7.20 0.30 0.45 0.97
Parking Middle Left - Beam - BG4 2 6.97 0.30 0.75 3.14
Drive way Left Vertical - Beam - BG2 0 4.00 0.30 0.45 0.00
Parking Middle Right - Beam - BG2 1 7.20 0.30 0.45 0.97
Centre Corridor Horizontal - Beam - BG4 1 11.17 0.30 0.75 2.51
Centre Corridor Horizontal - Beam - BG5 1 11.17 0.30 0.90 3.02
Centre Corridor Curved - Beam - BG6 2 2.00 0.45 0.75 1.35
Centre Corridor infront of Toilet - Beam - BG3 0 4.17 0.30 0.60 0.00
Middle left around Tree - Beam - BG3 0 10.27 0.30 0.60 0.00
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Left Corner-2 - Beam - BG3 2 1.35 0.30 0.60 0.49
Drive way & Parking Rear Horizontal - Beam - BG5 1 6.97 0.30 0.90 1.88
Drive way & Parking Rear Horizontal - Beam - BG2 1 17.99 0.30 0.45 2.43
Drive way & Parking Rear Horizontal - Beam - BG4 1 14.77 0.30 0.75 3.32
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 0.30 0.90 1.81
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Right Corner-2 - Beam - BG4 2 1.35 0.30 0.75 0.61
Entry & Exit Ramp for Parking - Beam - BG5 1 17.00 0.30 0.90 4.59
Front Left Corner-1 - Beam - BG2 2 1.35 0.30 0.45 0.36
Front Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-2 - Beam - BG8 1 5.84 0.45 1.20 3.15
Corridor Front Left Horizontal - Beam - BG3 4 2.50 0.30 0.60 1.80
Corridor Front Left Horizontal - Beam - BG4 1 2.50 0.30 0.75 0.56
Corridor Front Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Bhoomi Kendra/AJSK - Beam - BG4 1 2.70 0.30 0.75 0.61
Mother's Space for Lactating - Beam - BG3 2 3.59 0.30 0.60 1.29
Change Room (Sakhi) - Beam - BG3 2 1.35 0.30 0.60 0.49
Infont of Change Room (Sakhi) - Beam - BG3 2 1.47 0.30 0.60 0.53
Napkin Change - Beam - BG3 0 1.80 0.30 0.60 0.00
Toilet (Sakhi Room) - Beam - BG3 1 1.80 0.30 0.60 0.32
Nadakachari - Beam - BG3 2 6.97 0.30 0.60 2.51
Cyber Crime Police/Check Post - Beam - BG3 2 6.97 0.30 0.60 2.51
Lobby Front - Beam - BG3 0 9.70 0.30 0.60 0.00
Electrical room - Beam - BG1 2 1.91 0.30 0.38 0.44
StairCase -1A - Beam - BG3 1 6.97 0.30 0.60 1.25
StairCase -1A - Beam - BG4 1 6.97 0.30 0.75 1.57
Offset Front Lobby Both Side - Beam - BG5 4 1.35 0.30 0.90 1.46
Officer (Election) - Beam - BG6 2 6.97 0.45 0.75 4.70
Election Material Store - Beam - BG3 4 6.97 0.30 0.60 5.02
Office (Election) - Beam - BG3 2 6.97 0.30 0.60 2.51
Corridor Front Right Horizontal - Beam - BG3 4 2.50 0.30 0.60 1.80
Corridor Front Right Horizontal - Beam - BG6 1 2.50 0.45 0.75 0.84
Rear Left Corner-1 - Beam - BG3 2 1.35 0.30 0.60 0.49
Rear Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG5 1 5.84 0.30 0.90 1.58
Corridor Front Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Lobby Right - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -3B - Beam - BG4 2 4.89 0.30 0.75 2.20
Entrance to Multipurpose Hall - Beam - BG4 2 4.00 0.30 0.75 1.80
Multipurpose Hall - Beam - BG3 7 15.43 0.30 0.60 19.44
Multipurpose Hall - Beam - BG10 2 15.43 0.75 1.15 26.62
Ladies Toilet (Basin) - Beam - BG3 3 4.13 0.30 0.60 2.23
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.50 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG3 0 1.05 0.30 0.60 0.00
Gents Toilet (Basin) - Beam - BG4 2 4.13 0.30 0.75 1.86
Gents Toilet (Urinals) - Beam - BG3 0 2.89 0.30 0.60 0.00
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 0.30 0.60 0.00
Gents Toilet (WCs) - Beam - BG3 1 1.05 0.30 0.60 0.19
Drive way Entry- Horizontal - Beam - BG3 20 4.20 0.30 0.60 15.12
Parking Middle Left - Beam - BG3 3 15.89 0.30 0.60 8.58
Drive way Left Vertical - Beam - BG3 1 15.89 0.30 0.60 2.86
Parking Middle Right - Beam - BG2 1 15.66 0.30 0.45 2.11
Centre Corridor Horizontal - Beam - BG3 4 2.32 0.30 0.60 1.67
Centre Corridor Curved - Beam - BG3 4 7.20 0.30 0.60 5.18
Centre Corridor infront of Toilet - Beam - BG3 2 2.03 0.30 0.60 0.73
Middle left around Tree - Beam - BG3 0 15.66 0.30 0.60 0.00
Rear Left Corner-1 - Beam - BG2 2 1.35 0.30 0.45 0.36
Rear Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG8 1 5.84 0.45 1.20 3.15
Drive way & Parking Rear Horizontal - Beam - BG3 20 9.70 0.30 0.60 34.92
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
Rear Right Corner-1 - Beam - BG3 2 1.35 0.30 0.60 0.49
Rear Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Entry & Exit Ramp for Parking - Beam - BG3 2 4.50 0.30 0.60 1.62
Centre circular beam - Beam - BG6 1 34.39 0.45 0.75 11.61
22 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
For RCC Roof Beam Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Slab
Front Left Corner-1 1 4.30 1.35 0.15 0.87
Front Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Left Horizontal 1 28.19 2.50 0.15 10.57
Corridor Front Left Vertical 1 2.50 3.00 0.15 1.13
Bhoomi Kendra/AJSK 1 6.97 2.70 0.15 2.82
Women's Lounge (Sakhi) 1 3.37 6.97 0.15 3.52
Mother's Space for Lactating 1 3.37 3.59 0.15 1.81
Change Room (Sakhi) 1 1.50 1.35 0.15 0.30
Infont of Change Room (Sakhi) 1 1.76 1.47 0.15 0.39 2127.751305
Toilet (Sakhi Room) 1 1.50 1.80 0.15 0.41
Nadakachari 1 7.23 6.97 0.15 7.55
Cyber Crime Police/Check Post 1 3.37 6.97 0.15 3.52
Electrical room 1 1.70 1.91 0.15 0.49
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36
Officer (Election) 1 3.37 6.97 0.15 3.52
Election Material Store 1 14.43 6.97 0.15 15.08
Office (Election) 1 6.97 6.97 0.15 7.29
Corridor Front Right Horizontal 1 28.19 2.50 0.15 10.57
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Right Vertical 1 2.50 11.66 0.15 4.37
Entrance to Multipurpose Hall 1 9.70 4.00 0.15 5.82
Multipurpose Hall 1 14.43 15.43 0.15 33.39
Ladies Toilet (Basin) 1 1.76 4.13 0.15 1.09
Ladies Toilet (Diff Abled) 1 1.80 1.50 0.15 0.41
Ladies Toilet (WCs) 2 1.50 1.05 0.15 0.47
Gents Toilet (Basin) 1 3.37 1.05 0.15 0.53
Gents Toilet (Urinals) 1 1.76 2.89 0.15 0.76
Gents Toilet (Diff Abled) 1 1.80 1.50 0.15 0.41
Gents Toilet (WCs) 1 1.50 1.05 0.15 0.24
Drive way Entry- Horizontal 1 9.93 4.20 0.15 6.26
Parking Middle Left 1 5.69 15.89 0.15 13.56
Drive way Left Vertical 1 4.00 15.89 0.15 9.53
Parking Middle Right 1 7.20 15.66 0.15 16.91
Centre Corridor Horizontal 2 11.17 2.32 0.15 7.76
Centre Corridor Curved 2 2.00 7.20 0.15 4.32
Centre Corridor infront of Toilet 4 4.17 2.03 0.15 5.08
Middle left around Tree 1 10.27 15.66 0.15 24.12
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Drive way & Parking Rear Horizontal 1 67.54 9.70 0.15 98.27
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Entry & Exit Ramp for Parking -2 25.00 4.50 0.15 -33.75
Portico Right 0 5.05 9.85 0.15 0.00
Portico Front 0 13.12 12.35 0.15 0.00
Landscaping Area - Left 1 61.62 0.50 0.15 4.62
Landscaping Area - Right 0 61.62 0.50 0.15 0.00
Outer Slab Projection Alround (Deducting Lobby Area) 1 183.90 0.50 0.15 13.79
Slab Beside Stair A Type (Rear to Lift) 0 3.46 5.46 0.15 0.00
Approach Slab Stair A Type - 4 Nos 0 3.46 2.37 0.15 0.00
23 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Staircase
Entrance and Side Stair Case
24 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
For StairCase Concrete Cost
25 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Footing @ 62Kg/Cum 62 86.35 5353.70
RC Wall @ 80Kg/Cum 80 83.16 6652.80
Plinth Beam @ 200Kg/Cum 200 0.00 0.00
Lintel Beam @ 140Kg/Cum 140 29.91 4186.91
Chajja @ 110Kg/cum 110 70.69 7775.84
Slab Beam @ 200Kg/Cum 200 320.22 64044.98
Stair case @ 40Kg/Cum 40 44.13 1765.20 166.38
Add for dowel bars in foundation
Number of footings 6.00
Total Number of rods, providing 5 number rods per footing 30.00
Lengthof each rod = 2m so total length 60.00
Weight of 20mm rod/sq cm and per/ run = 2.47 148.20
26 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM Above GL and Upto First Floor Level
Front Left Corner-1 1 5.90 0.230 3.18 4.31 2.6
Front Left Corner-2 2 1.35 0.230 3.18 1.97
Corridor Front Left Horizontal 1 28.19 0.230 1.20 7.78
Corridor Front Left Vertical 0 2.50 0.230 3.18 0.00
Bhoomi Kendra/AJSK 1 6.97 0.230 3.18 5.09
Women's Lounge (Sakhi) 2 3.37 0.230 3.18 4.92
Mother's Space for Lactating 1 3.37 0.230 3.18 2.46
Change Room (Sakhi) 2 1.50 0.115 3.18 1.10
Infont of Change Room (Sakhi) 1 1.76 0.115 3.18 0.64
Napkin Change 1 1.61 0.230 3.18 1.17
Toilet (Sakhi Room) 1 1.50 0.230 3.18 1.10
Nadakachari 2 7.23 0.230 3.18 10.56
Cyber Crime Police/Check Post 2 3.37 0.230 3.18 4.92
Electrical room 1 1.70 0.230 3.18 1.24
Offset Front Lobby Both Side 2 3.36 0.230 3.18 4.91
Officer (Election) 2 3.37 0.230 3.18 4.92
Election Material Store 2 14.43 0.230 3.18 21.08
Office (Election) 1 6.97 0.230 3.18 5.09
Corridor Front Right Horizontal 1 18.93 0.230 1.20 5.22
Rear Left Corner-1 1 5.90 0.230 3.18 4.31
Rear Left Corner-2 2 1.35 0.230 3.18 1.97
Corridor Front Right Vertical 0 2.50 0.230 3.18 0.00
Entrance to Multipurpose Hall 1 9.70 0.230 3.18 7.09
Multipurpose Hall 1 14.43 0.230 3.18 10.54
Ladies Toilet (Basin) 1 1.76 0.230 3.18 1.28
Ladies Toilet (Diff Abled) 1 1.80 0.230 3.18 1.32
Ladies Toilet (WCs) 2 1.50 0.115 3.18 1.10
Gents Toilet (Basin) 1 3.37 0.230 3.18 2.46
Gents Toilet (Urinals) 1 1.76 0.115 3.18 0.64
Gents Toilet (Diff Abled) 1 1.80 0.115 3.18 0.66
Gents Toilet (WCs) 1 1.50 0.115 3.18 0.55
Drive way Entry- Horizontal 0 9.93 0.230 3.18 0.00
Parking Middle Left 0 5.69 0.230 3.18 0.00
Drive way Left Vertical 0 4.00 0.230 3.18 0.00
Parking Middle Right 0 7.20 0.230 3.18 0.00
Centre Corridor Horizontal 0 11.17 0.230 3.18 0.00
Centre Corridor Curved 0 2.00 0.230 3.18 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 3.18 0.00
Middle left around Tree 0 10.27 0.230 3.18 0.00
Rear Left Corner-1 1 5.90 0.230 3.18 4.31
Rear Left Corner-2 2 1.35 0.230 3.18 1.97
Drive way & Parking Rear Horizontal 1 67.54 0.230 3.18 49.35
Offset Rear Lobby Both Side 2 3.36 0.230 3.18 4.91
Rear Right Corner-1 1 5.90 0.230 3.18 4.31
Rear Right Corner-2 2 1.35 0.230 3.18 1.97
Entry & Exit Ramp for Parking 0 17.00 0.230 3.18 0.00
Portico Right 1 5.05 0.230 1.50 1.74
Portico Front 1 13.12 0.230 1.50 4.53
4 Corners Architectural Wall beside Window 16 0.75 0.115 3.18 4.38
Front Left Corner-1 2 1.35 0.230 3.18 1.97
Front Left Corner-2 1 5.90 0.230 3.18 4.31
Corridor Front Left Horizontal 0 2.50 0.230 3.18 0.00
Corridor Front Left Vertical 1 11.66 0.230 1.20 3.22
Bhoomi Kendra/AJSK 1 2.70 0.230 3.18 1.97
Women's Lounge (Sakhi) 2 6.97 0.230 3.18 10.19
Mother's Space for Lactating 1 3.59 0.115 3.18 1.31
Change Room (Sakhi) 1 1.35 0.115 3.18 0.49
Infont of Change Room (Sakhi) 0 1.47 0.230 3.18 0.00
Napkin Change 1 1.80 0.115 3.18 0.66
Toilet (Sakhi Room) 1 1.80 0.115 3.18 0.66
Nadakachari 1 6.97 0.230 3.18 5.09
Cyber Crime Police/Check Post 1 6.97 0.230 3.18 5.09
Electrical room 1 1.91 0.230 3.18 1.40
Offset Front Lobby Both Side 4 1.35 0.230 3.18 3.95
Officer (Election) 1 6.97 0.230 3.18 5.09
Election Material Store 1 6.97 0.230 3.18 5.09
Office (Election) 1 6.97 0.230 3.18 5.09
Corridor Front Right Horizontal 0 2.50 0.230 3.18 0.00
Rear Left Corner-1 2 1.35 0.230 3.18 1.97
Rear Left Corner-2 1 5.90 0.230 3.18 4.31
Corridor Front Right Vertical 1 11.66 0.230 1.20 3.22
Entrance to Multipurpose Hall 2 4.00 0.230 3.18 5.85
Multipurpose Hall 1 15.43 0.230 3.18 11.27
Ladies Toilet (Basin) 2 4.13 0.230 3.18 6.04
Ladies Toilet (Diff Abled) 1 1.50 0.115 3.18 0.55
Ladies Toilet (WCs) 2 1.05 0.115 3.18 0.77
Gents Toilet (Basin) 2 1.05 0.230 3.18 1.53
Gents Toilet (Urinals) 2 2.89 0.230 3.18 4.22
Gents Toilet (Diff Abled) 1 1.50 0.115 3.18 0.55
Gents Toilet (WCs) 1 1.05 0.115 3.18 0.38
Drive way Entry- Horizontal 1 4.20 0.230 3.18 3.07
Parking Middle Left 1 15.89 0.230 3.18 11.61
Drive way Left Vertical 0 15.89 0.230 3.18 0.00
Parking Middle Right 0 15.66 0.230 3.18 0.00
Centre Corridor Horizontal 1 33.93 0.230 1.20 9.36
Centre Corridor Curved 2 7.20 0.230 1.20 3.97
Centre Corridor infront of Toilet 0 2.03 0.230 3.18 0.00
Middle left around Tree 1 15.66 0.230 1.20 4.32
Rear Left Corner-1 2 1.35 0.230 3.18 1.97
Rear Left Corner-2 1 5.90 0.230 3.18 4.31
Drive way & Parking Rear Horizontal 2 5.20 0.230 3.18 7.60
Offset Rear Lobby Both Side 4 1.35 0.230 3.18 3.95
Rear Right Corner-1 2 1.35 0.230 3.18 1.97
Rear Right Corner-2 1 5.90 0.230 3.18 4.31
Entry & Exit Ramp for Parking 2 4.50 0.230 3.18 6.58
Portico Right 1 9.85 0.230 1.50 3.40
Portico Front 1 12.35 0.230 1.50 4.26
BBM for RAMP wall 2 10.00 0.30 1.05 6.30
Standing Platform
Entrance Steps 0.5 10.20 1.80 1.00 9.18
Court Yard Steps 0 0.00 1.50 0.30 0.00
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 2.50 0.00
O12- Ramp Parking Entry & Exit 0 4.30 3.85 0.00
O13- Middle Parking Horizontal 0 12.90 3.85 0.00
O14 - Middle Vertical Drive way 0 11.66 3.85 0.00
O15 - Rear Parking & Drive Way 0 67.54 3.85 0.00
O16 - Drive Front & Rear 0 67.54 3.85 0.00
Lintel+Sill Qty -29.91
27 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Gents Toilet - WCs 8 1.50 3.85 46.20
Ladies Toilet - WCs 8 1.50 3.85 46.20
28 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
Cinder Concrete in cement 1:15
Attached Toilets 8 2.10 1.50 0.20 5.04
Gent Toilets - WCs 4 1.50 1.05 0.20 1.26
Ladies Toilets - WCs 4 1.50 1.05 0.20 1.26
Meeting Hall/Court Hall-1 1 6.97 3.00 0.45 9.41
Meeting Hall/Court Hall-3 1 6.97 3.00 0.45 9.41
29 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Teak Wood Frames
30 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
31 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
32 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
Providing & Fixing Teak Door shutter
33 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing wood Door shutter
34 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Door shutter
35 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
36 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
37 11.14.2.1 Vol-2, Pg -81 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
38 11.4 Vol-2, Pg -77 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
39 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
40 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing DoorTower Bolt
41 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door M S Handles x 2
42 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
43 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
44 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door Frame for Toilets
45 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
46 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
47 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows and ventilators
EXTRA GRILL THAN WINDOWS
Stair Case B Type 6 1.50 2.50 22.50
StairCase-C-Type 4 1.50 2.50 15.00
Sub total in Sqm 147.24
48 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 0 10.20 0.00 0.00
Waist Slab -5 0 8.70 0.00 0.00
Waist Slab -6 0 8.70 0.00 0.00
Railing for RAMP 2 10.00 1.00 20.00
Extra SS Hand Rails
At Entrance Steps 2 8.80 0.90 15.84
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
For around Atrium 2 18.85 1.20 45.24
For Left & Right Steps 4 7.50 1.20 36.00
For Roof Cut Portion at Front & Rear Lobby 2 11.00 1.20 26.40
Central Mid Passage Horizontal Infront of Toilets 2 28.46 0.60 34.15
Stair B-Type Well Portion 2 4.95 1.20 11.88
Stair C-Type Well Portion 2 3.85 1.20 9.24
Considering 25 kg /sqm 224.04
49 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 3.20 36.16
Front Left Corner-2 1 11.30 3.20 36.16
Corridor Front Left Horizontal 1 61.37 3.20 196.38
Corridor Front Left Vertical 1 11.00 3.20 35.20
Bhoomi Kendra/AJSK 1 19.34 3.20 61.89
Women's Lounge (Sakhi) 1 20.68 3.20 66.18
Mother's Space for Lactating 1 13.92 3.20 44.54
Change Room (Sakhi) 1 5.70 3.20 18.24
Infont of Change Room (Sakhi) 1 6.44 3.20 20.61
Napkin Change 1 6.81 3.20 21.79
Toilet (Sakhi Room) 1 6.60 3.20 21.12
Nadakachari 1 28.39 3.20 90.85
Cyber Crime Police/Check Post 1 20.68 3.20 66.18
Lobby Front 1 41.74 3.20 133.57
Electrical room 1 7.22 3.20 23.10
StairCase -1A 1 20.64 3.20 66.05
Offset Front Lobby Both Side 2 9.42 3.20 60.29
Officer (Election) 1 20.68 3.20 66.18
Election Material Store 1 42.79 3.20 136.93
Office (Election) 1 27.88 3.20 89.22
Corridor Front Right Horizontal 1 61.37 3.20 196.38
Rear Left Corner-1 1 11.30 3.20 36.16
Rear Left Corner-2 1 11.30 3.20 36.16
Corridor Front Right Vertical 1 28.32 3.20 90.62
Lobby Right 1 33.34 3.20 106.69
StairCase -3B 1 18.18 3.20 58.18
Entrance to Multipurpose Hall 1 27.40 3.20 87.68
Multipurpose Hall 1 59.71 3.20 191.07
Ladies Toilet (Basin) 1 11.77 3.20 37.66
Ladies Toilet (Diff Abled) 1 6.60 3.20 21.12
Ladies Toilet (WCs) 2 5.10 3.20 32.64
Gents Toilet (Basin) 1 8.84 3.20 28.29
Gents Toilet (Urinals) 1 9.29 3.20 29.73
Gents Toilet (Diff Abled) 1 6.60 3.20 21.12
Gents Toilet (WCs) 1 5.10 3.20 16.32
Drive way Entry- Horizontal 1 28.26 3.20 90.43
Parking Middle Left 1 43.16 3.20 138.11
Drive way Left Vertical 1 39.78 3.20 127.30
Parking Middle Right 1 45.72 3.20 146.30
Centre Corridor Horizontal 2 26.97 3.20 172.63
Centre Corridor Curved 2 18.40 3.20 117.76
Centre Corridor infront of Toilet 4 12.40 3.20 158.72
Middle left around Tree 1 51.86 3.20 165.95
Rear Left Corner-1 1 11.30 3.20 36.16
Rear Left Corner-2 1 11.30 3.20 36.16
Drive way & Parking Rear Horizontal 1 154.48 3.20 494.34
Offset Rear Lobby Both Side 2 9.42 3.20 60.29
Rear Right Corner-1 1 11.30 3.20 36.16
Rear Right Corner-2 1 11.30 3.20 36.16
Entry & Exit Ramp for Parking 2 59.00 3.20 377.60
Portico Right 1 29.80 3.20 95.36
Below Plinth for peripheral walls 0.00
Around Periphery:RCWL1 0 218.90 -0.63 0.00
Around OTS:RCWL2 0 61.62 -0.63 0.00
Entry Retaining wall:RCWL3 8 18.00 -0.63 -90.08
Deduct 1/2 the area of the door & window openings
O2- Front & Rear Lobby 1 11.17 3.85 -43.00
O3- Left & Right Lobby 1 6.97 3.85 -26.83
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 1 4.89 3.85 -18.83
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 8 2.50 3.85 -77.00
O8 - Front & Rear Offset 4 3.36 3.85 -51.74
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O12- Ramp Parking Entry & Exit 2 4.30 3.85 -33.11
O13- Middle Parking Horizontal 2 12.90 3.85 -99.33
O14 - Middle Vertical Drive way 3 11.66 3.85 -134.67
O15 - Rear Parking & Drive Way 2 67.54 3.85 -520.06
O16 - Drive Front & Rear 2 67.54 3.85 -520.06
EXTRA internal Plaster
Below wash Basin 15 1.67 0.90 22.55
For Corners 0 10.00 0.90 0.00
Gents Toilet - WCs 8 1.50 3.85 46.20
Ladies Toilet - WCs 8 1.50 3.85 46.20
Plastering for Beam Sides
For Horizontal Beams(2*Depth+Width)
Front Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Left Corner-2 - Beam - BG3 2 1.35 1.20 3.24
Corridor Front Left Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Front Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Front Left Vertical - Beam - BG4 1 11.43 1.50 17.15
Bhoomi Kendra/AJSK - Beam - BG3 2 6.97 1.20 16.73
Mother's Space for Lactating - Beam - BG2 1 3.37 0.90 3.03
Change Room (Sakhi) - Beam - BG3 0 1.50 1.20 0.00
Infont of Change Room (Sakhi) - Beam - BG1 0 1.76 0.76 0.00
Napkin Change - Beam - BG2 1 1.61 0.90 1.44
Toilet (Sakhi Room) - Beam - BG2 1 1.50 0.90 1.35
Nadakachari - Beam - BG2 2 7.23 0.90 13.01
Cyber Crime Police/Check Post - Beam - BG3 2 3.37 1.20 8.09
Lobby Front - Beam - BG5 1 16.83 1.80 30.29
Lobby Front - Beam - BG4 2 5.66 1.50 16.97
Lift-1 & Lift-2 - Beam - BG3 2 1.70 1.20 4.08
Electrical room - Beam - BG1 1 1.70 0.76 1.29
StairCase -1A - Beam - BG3 2 3.35 1.20 8.04
Offset Front Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Front Lobby Both Side - Beam - BG3 2 3.36 1.20 8.06
Officer (Election) - Beam - BG3 2 3.37 1.20 8.09
Election Material Store - Beam - BG2 1 14.43 0.90 12.98
Election Material Store - Beam - BG9 1 14.43 2.30 33.18
Office (Election) - Beam - BG3 1 6.97 1.20 8.36
Office (Election) - Beam - BG4 1 6.97 1.50 10.46
Pantry - Beam - BG4 1 6.97 1.50 10.46
Corridor Front Right Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Front Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Left Corner-2 - Beam - BG3 2 1.35 1.20 3.24
Corridor Front Right Vertical - Beam - BG4 1 2.50 1.50 3.75
Lobby Right - Beam - BG3 0 9.70 1.20 0.00
StairCase -3B - Beam - BG3 1 4.20 1.20 5.04
Entrance to Multipurpose Hall - Beam - BG4 1 9.70 1.50 14.55
Multipurpose Hall - Beam - BG5 8 14.43 1.80 207.72
Multipurpose Hall - Beam - BG9 1 14.43 2.30 33.18
Ladies Toilet (Basin) - Beam - BG4 0 1.76 1.50 0.00
Ladies Toilet (Diff Abled) - Beam - BG4 1 1.80 1.50 2.70
Ladies Toilet (WCs) - Beam - BG1 2 1.50 0.76 2.28
Gents Toilet (Basin) - Beam - BG3 2 3.37 1.20 8.09
Gents Toilet (Urinals) - Beam - BG1 0 1.76 0.76 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.76 0.00
Drive way Entry- Horizontal - Beam - BG5 1 6.97 1.80 12.55
Drive way Entry- Horizontal - Beam - BG2 1 17.99 0.90 16.19
Drive way Entry- Horizontal - Beam - BG4 1 14.77 1.50 22.16
Parking Middle Left - Beam - BG2 1 7.20 0.90 6.48
Parking Middle Left - Beam - BG4 2 6.97 1.50 20.91
Drive way Left Vertical - Beam - BG2 0 4.00 0.90 0.00
Parking Middle Right - Beam - BG2 1 7.20 0.90 6.48
Centre Corridor Horizontal - Beam - BG4 1 11.17 1.50 16.76
Centre Corridor Horizontal - Beam - BG5 1 11.17 1.80 20.11
Centre Corridor Curved - Beam - BG6 2 2.00 1.65 6.60
Centre Corridor infront of Toilet - Beam - BG3 0 4.17 1.20 0.00
Middle left around Tree - Beam - BG3 0 10.27 1.20 0.00
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Left Corner-2 - Beam - BG3 2 1.35 1.20 3.24
Drive way & Parking Rear Horizontal - Beam - BG5 1 6.97 1.80 12.55
Drive way & Parking Rear Horizontal - Beam - BG2 1 17.99 0.90 16.19
Drive way & Parking Rear Horizontal - Beam - BG4 1 14.77 1.50 22.16
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 1.80 12.10
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Right Corner-2 - Beam - BG4 2 1.35 1.50 4.05
Entry & Exit Ramp for Parking - Beam - BG5 1 17.00 1.80 30.60
For Vertical Beams(2*Depth+Width)
Front Left Corner-1 - Beam - BG2 2 1.35 0.90 2.43
Front Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-2 - Beam - BG8 1 5.84 2.55 14.89
Corridor Front Left Horizontal - Beam - BG3 4 2.50 1.20 12.00
Corridor Front Left Horizontal - Beam - BG4 1 2.50 1.50 3.75
Corridor Front Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Bhoomi Kendra/AJSK - Beam - BG4 1 2.70 1.50 4.05
Mother's Space for Lactating - Beam - BG3 2 3.59 1.20 8.62
Change Room (Sakhi) - Beam - BG3 2 1.35 1.20 3.24
Infont of Change Room (Sakhi) - Beam - BG3 2 1.47 1.20 3.52
Napkin Change - Beam - BG3 0 1.80 1.20 0.00
Toilet (Sakhi Room) - Beam - BG3 1 1.80 1.20 2.16
Nadakachari - Beam - BG3 2 6.97 1.20 16.73
Cyber Crime Police/Check Post - Beam - BG3 2 6.97 1.20 16.73
Lobby Front - Beam - BG3 0 9.70 1.20 0.00
Lift-1 & Lift-2 - Beam - BG1 4 2.30 0.76 6.99
Electrical room - Beam - BG1 2 1.91 0.76 2.90
StairCase -1A - Beam - BG3 1 6.97 1.20 8.36
StairCase -1A - Beam - BG4 1 6.97 1.50 10.46
Offset Front Lobby Both Side - Beam - BG5 4 1.35 1.80 9.72
Officer (Election) - Beam - BG6 2 6.97 1.65 23.00
Election Material Store - Beam - BG3 4 6.97 1.20 33.46
Office (Election) - Beam - BG3 2 6.97 1.20 16.73
Pantry - Beam - BG4 2 4.00 1.50 12.00
Corridor Front Right Horizontal - Beam - BG3 4 2.50 1.20 12.00
Corridor Front Right Horizontal - Beam - BG6 1 2.50 1.65 4.13
Rear Left Corner-1 - Beam - BG3 2 1.35 1.20 3.24
Rear Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG5 1 5.84 1.80 10.51
Corridor Front Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Lobby Right - Beam - BG4 2 6.97 1.50 20.91
StairCase -3B - Beam - BG4 2 4.89 1.50 14.67
Entrance to Multipurpose Hall - Beam - BG4 2 4.00 1.50 12.00
Multipurpose Hall - Beam - BG3 7 15.43 1.20 129.61
Multipurpose Hall - Beam - BG10 2 15.43 2.75 84.87
Ladies Toilet (Basin) - Beam - BG3 3 4.13 1.20 14.87
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.50 1.20 0.00
Ladies Toilet (WCs) - Beam - BG3 0 1.05 1.20 0.00
Gents Toilet (Basin) - Beam - BG4 2 4.13 1.50 12.39
Gents Toilet (Urinals) - Beam - BG3 0 2.89 1.20 0.00
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 1.20 0.00
Gents Toilet (WCs) - Beam - BG3 1 1.05 1.20 1.26
Drive way Entry- Horizontal - Beam - BG3 20 4.20 1.20 100.80
Parking Middle Left - Beam - BG3 3 15.89 1.20 57.20
Drive way Left Vertical - Beam - BG3 1 15.89 1.20 19.07
Parking Middle Right - Beam - BG2 1 15.66 0.90 14.09
Centre Corridor Horizontal - Beam - BG3 4 2.32 1.20 11.12
Centre Corridor Curved - Beam - BG3 4 7.20 1.20 34.56
Centre Corridor infront of Toilet - Beam - BG3 2 2.03 1.20 4.87
Middle left around Tree - Beam - BG3 0 15.66 1.20 0.00
Rear Left Corner-1 - Beam - BG2 2 1.35 0.90 2.43
Rear Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG8 1 5.84 2.55 14.89
Drive way & Parking Rear Horizontal - Beam - BG3 20 9.70 1.20 232.80
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
Rear Right Corner-1 - Beam - BG3 2 1.35 1.20 3.24
Rear Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Entry & Exit Ramp for Parking - Beam - BG3 2 4.50 1.20 10.80
Centre circular beam - Beam - BG6 1 34.39 1.65 56.74
50 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 191 3056.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 514.32 514.32
51 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Add two Times the Chajja Area 2 706.89 1413.79
Extra Extenral Plaster 0 0.00 0.00 0.00
For Architectural Beauty 36 2.50 0.30 27.00
Circular Pedastals 0 3.30 2.00 0.00
Circular Columns 36 2.83 3.60 366.44
Parapet (Architectural beauty) 0 361.20 2.23 0.00
FOR EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Periphery 0 0.00 0.20 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 2.50 0.00
O12- Ramp Parking Entry & Exit 0 4.30 3.85 0.00
O13- Middle Parking Horizontal 0 12.90 3.85 0.00
O14 - Middle Vertical Drive way 3 11.66 3.85 -134.67
O15 - Rear Parking & Drive Way 2 67.54 3.85 -520.06
O16 - Drive Front & Rear 2 67.54 3.85 -520.06
Washing Platform 0.00
52 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.
Plastering Groove at 150mm c/c
For 4 Corners of Building 4 27.0 18.0 1944.00
For 4 Offsets besides Front & Rear Lobby 4 27.0 10.0 1080.00
For Circular Columns at Exterior Corridor 32 47.0 4.0 6016.00
53 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 3.00 7.50
Bhoomi Kendra/AJSK 1 6.97 2.70 18.82
Women's Lounge (Sakhi) 1 3.37 6.97 23.49
Mother's Space for Lactating 1 3.37 3.59 12.10
Change Room (Sakhi) 1 1.50 1.35 2.03
Infont of Change Room (Sakhi) 1 1.76 1.47 2.57
Napkin Change 1 1.61 1.80 2.89
Toilet (Sakhi Room) 1 1.50 1.80 2.70
Nadakachari 1 7.23 6.97 50.36
Cyber Crime Police/Check Post 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Officer (Election) 1 3.37 6.97 23.49
Election Material Store 1 14.43 6.97 100.54
Office (Election) 1 6.97 6.97 48.58
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Entrance to Multipurpose Hall 1 9.70 4.00 38.80
Multipurpose Hall 1 14.43 15.43 222.58
Ladies Toilet (Basin) 1 1.76 4.13 7.25
Ladies Toilet (Diff Abled) 1 1.80 1.50 2.70
Ladies Toilet (WCs) 2 1.50 1.05 3.15
Gents Toilet (Basin) 1 3.37 1.05 3.54
Gents Toilet (Urinals) 1 1.76 2.89 5.07
Gents Toilet (Diff Abled) 1 1.80 1.50 2.70
Gents Toilet (WCs) 1 1.50 1.05 1.58
Drive way Entry- Horizontal 1 9.93 4.20 41.71
Parking Middle Left 1 5.69 15.89 90.41
Drive way Left Vertical 1 4.00 15.89 63.56
Parking Middle Right 1 7.20 15.66 112.75
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Middle left around Tree 1 10.27 15.66 160.83
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Drive way & Parking Rear Horizontal 1 67.54 9.70 655.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry & Exit Ramp for Parking -2 25.00 4.50 -225.00
Portico Right 0 5.05 9.85 0.00
Portico Front 0 13.12 12.35 0.00
Landscaping Area - Left 61.62 0.50 0.00
Landscaping Area - Right 61.62 0.50 0.00
Ceiling Quantity 2004.99
Quantity is same as interior plaster : 4573.26 Sq m. 4573.26
Ceiling Quantity 2004.99
54 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 3.00 7.50
Lobby Front 1 11.17 9.70 108.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Entrance to Multipurpose Hall 1 9.70 4.00 38.80
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Add for Thresholds
For study table 0.00
Room 3 & Library 0 0.00 0.60 0.00
At window Periphery
Corridor Front Left Horizontal 1 61.37 0.15 9.21
Corridor Front Left Vertical 1 11.00 0.15 1.65
Lobby Front 1 41.74 0.15 6.26
Offset Front Lobby Both Side 2 9.42 0.15 2.83
Corridor Front Right Horizontal 1 61.37 0.15 9.21
Corridor Front Right Vertical 1 28.32 0.15 4.25
Lobby Right 1 33.34 0.15 5.00
StairCase -3B 1 18.18 0.15 2.73
Entrance to Multipurpose Hall 1 27.40 0.15 4.11
Centre Corridor Horizontal 2 26.97 0.15 8.09
Centre Corridor Curved 2 18.40 0.15 5.52
Centre Corridor infront of Toilet 4 12.40 0.15 7.44
Offset Rear Lobby Both Side 2 9.42 0.15 2.83
Deduct for Skirting
Entrance Steps 5 10.20 0.55 28.05
side steps 5 6.75 0.55 18.56
Rear Steps 3 1.50 0.55 2.48
Court Yard Steps 2 0.00 0.55 0.00
55 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Entrance and Side Stair Case
Adding 20% for skirting and Nosing 18.78
56 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For windows periphery
Ventilators 0 0.00 0.00
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 0 2.00 0.00
Landing -3-B2 1 2.00 2.00
Landing -4-C 0 3.36 0.00
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
Entrance and Side Stair Case
57 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 0 2.00 0.00
Landing -3-B2 1 2.00 2.00
Landing -4-C 0 3.36 0.00
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
Entrance and Side Stair Case
0 9.34 Vol-2, Pg -64 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications.
Add for threshholds 0.00
58 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
Bhoomi Kendra/AJSK 1 6.97 2.70 18.82
Women's Lounge (Sakhi) 1 3.37 6.97 23.49
Mother's Space for Lactating 1 3.37 3.59 12.10
Change Room (Sakhi) 1 1.50 1.35 2.03
Infont of Change Room (Sakhi) 1 1.76 1.47 2.57
Napkin Change 1 1.61 1.80 2.89
Nadakachari 1 7.23 6.97 50.36
Cyber Crime Police/Check Post 1 3.37 6.97 23.49
Electrical room 1 1.70 1.91 3.25
Officer (Election) 1 3.37 6.97 23.49
Election Material Store 1 14.43 6.97 100.54
Office (Election) 1 6.97 6.97 48.58
Multipurpose Hall 1 14.43 15.43 222.58
Add for Thresholds
Bhoomi Kendra/AJSK 1 19.34 0.10 1.93
Women's Lounge (Sakhi) 1 20.68 0.10 2.07
Mother's Space for Lactating 1 13.92 0.10 1.39
Change Room (Sakhi) 1 5.70 0.10 0.57
Infont of Change Room (Sakhi) 1 6.44 0.10 0.64
Napkin Change 1 6.81 0.10 0.68
Nadakachari 1 28.39 0.10 2.84
Cyber Crime Police/Check Post 1 20.68 0.10 2.07
Electrical room 1 7.22 0.10 0.72
Officer (Election) 1 20.68 0.10 2.07
Election Material Store 1 42.79 0.10 4.28
Office (Election) 1 27.88 0.10 2.79
Multipurpose Hall 1 59.71 0.10 5.97
Deduct- skirting for Door Openings
59 9.2 Vol-2, Pg -59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge.
Concrete Tiles Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Drive way Entry- Horizontal 1 9.93 4.20 41.71
Parking Middle Left 1 5.69 15.89 90.41
Drive way Left Vertical 1 4.00 15.89 63.56
Parking Middle Right 1 7.20 15.66 112.75
Middle left around Tree 1 10.27 15.66 160.83
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Drive way & Parking Rear Horizontal 1 67.54 9.70 655.14
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry & Exit Ramp for Parking 2 25.00 4.50 225.00
Other area than Carpet Area
Landscaping Area - Left 1 15.43 15.38 237.31
Landscaping Area - Right 0 15.43 15.38 0.00
60 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
For Toilet Flooring
Toilet (Sakhi Room) 1 1.50 1.80 2.70
Ladies Toilet (Basin) 1 1.76 4.13 7.25
Ladies Toilet (Diff Abled) 1 1.80 1.50 2.70
Ladies Toilet (WCs) 2 1.50 1.05 3.15
Gents Toilet (Basin) 1 3.37 1.05 3.54
Gents Toilet (Urinals) 1 1.76 2.89 5.07
Gents Toilet (Diff Abled) 1 1.80 1.50 2.70
Gents Toilet (WCs) 1 1.50 1.05 1.58
Add for Thresholds
Attached Toilets 8 2.10 1.50 25.20
Gent Toilets - WCs 4 1.50 1.05 6.30
Ladies Toilets - WCs 4 1.50 1.05 6.30
Meeting Hall/Court Hall-1 1 6.97 3.00 20.91
Court Hall-1 1 7.20 3.00 21.60
Attached Toilets 8 3.60 0.20 5.76
Gent Toilets - WCs 4 2.55 0.20 2.04
Ladies Toilets - WCs 4 2.55 0.20 2.04
Meeting Hall/Court Hall-1 1 9.97 0.45 4.49
Court Hall-1 1 10.20 0.45 4.59
61 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm
Toilet (Sakhi Room) 1 6.60 3.45 22.77
Ladies Toilet (Basin) 1 11.77 3.50 41.20
Ladies Toilet (Diff Abled) 1 6.60 3.50 23.10
Ladies Toilet (WCs) 2 5.10 3.50 35.70
Gents Toilet (Basin) 1 8.84 3.50 30.94
Gents Toilet (Urinals) 1 9.29 3.50 32.52
Gents Toilet (Diff Abled) 1 6.60 3.50 23.10
Gents Toilet (WCs) 1 5.10 3.50 17.85
62 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity of Interior plaster 4573.26
Quantity of ceiling 2004.99
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling painting 0.00
63 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting - AntiFungal
Quantity same as exterior plaster+2 times the area of the chajja 1779.19
0 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill 0.00
Square meter area is same as M S grill Window(Above) 0.00
64 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 147.24
For MS Door Shutters x 2.1
For MS Door frames
65 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
For wooden Shutters
Total Shutter area 102.83
Multiplying Doors qty by 2.4 246.78
For Wooden Door Frames
66 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting for woods
Quantity same as above primer on doors 307.06
67 6.8.2 Vol-3, Pg-51 Precast Cement Concrete Interlocking Blocks : IRC SP 63: 2018 : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)
Pavers alround Building
68 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
Multipurpose Hall 1 14.43 15.43 222.58
69 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
PVC FALSE CEILING
Corridor Horizontal 2 28.19 2.50 140.93 56.37
Corrdor Vertical 1 11.66 2.50 29.15 11.66
Front & Right Lobby 2 11.17 6.97 155.71 22.34
Corridor Middle Vrtcl 0 7.20 2.00 0.00 0
Corridor middle 0 4.20 2.00 0.00 0
Offest at both side of Lobby 2 4.00 1.35 10.80 8
70 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
For Various Offices 1 10000 10000.00
71 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
Stone Partition
Washing Platform 0 0.60 0.75 0.00
72 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding
Corridor Left Vertical 0 11.66 0.90 0.00
Corridor Left Horizontal 1 27.60 0.90 24.84
Corridor Right Vertical 1 11.66 0.90 10.49
Corridor Right Horizontal 1 27.60 0.90 24.84
73 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Glass Partition
Sakhi Room 1 3.50 3.85 13.48
Nadakacheri 1 2.50 3.85 9.63
74 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
For Roof slab 0.00
Quantity same as roof slab 0 0 319.16 0.00
Water proofing Quantity for OTS - Landscaping Portion
Landscaping Area - Left 1 15.43 15.38 237.31
Landscaping Area - Right 0 15.43 15.38 0.00
Add 20% for Haunch 0.2 0.00 0.00
75 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
Rain water Down Take Pipe 40 5.00 200.00
76 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
77 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - 4 Faces 12 18.90 226.80
Beams Front and Rear Lobby 4 10.20 40.80
78 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - 4 Faces 12 18.90 226.80
Beams Front and Rear Lobby 4 10.20 40.80
79 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
80 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Cleaning flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 3.00 7.50
Bhoomi Kendra/AJSK 1 6.97 2.70 18.82
Women's Lounge (Sakhi) 1 3.37 6.97 23.49
Mother's Space for Lactating 1 3.37 3.59 12.10
Change Room (Sakhi) 1 1.50 1.35 2.03
Infont of Change Room (Sakhi) 1 1.76 1.47 2.57
Napkin Change 1 1.61 1.80 2.89
Toilet (Sakhi Room) 1 1.50 1.80 2.70
Nadakachari 1 7.23 6.97 50.36
Cyber Crime Police/Check Post 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Officer (Election) 1 3.37 6.97 23.49
Election Material Store 1 14.43 6.97 100.54
Office (Election) 1 6.97 6.97 48.58
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Entrance to Multipurpose Hall 1 9.70 4.00 38.80
Multipurpose Hall 1 14.43 15.43 222.58
Ladies Toilet (Basin) 1 1.76 4.13 7.25
Ladies Toilet (Diff Abled) 1 1.80 1.50 2.70
Ladies Toilet (WCs) 2 1.50 1.05 3.15
Gents Toilet (Basin) 1 3.37 1.05 3.54
Gents Toilet (Urinals) 1 1.76 2.89 5.07
Gents Toilet (Diff Abled) 1 1.80 1.50 2.70
Gents Toilet (WCs) 1 1.50 1.05 1.58
Drive way Entry- Horizontal 1 9.93 4.20 41.71
Parking Middle Left 1 5.69 15.89 90.41
Drive way Left Vertical 1 4.00 15.89 63.56
Parking Middle Right 1 7.20 15.66 112.75
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Middle left around Tree 1 10.27 15.66 160.83
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Drive way & Parking Rear Horizontal 1 67.54 9.70 655.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Entry & Exit Ramp for Parking 2 25.00 4.50 225.00
Portico Right 1 5.05 9.85 49.74
Other area than Carpet Area
Landscaping Area - Left 1 15.43 15.38 237.31
Landscaping Area - Right 0 15.43 15.38 0.00
81 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
Core Sample for each floor 5 5.00 Each 1365.00 6,825
Total 50,392,973 Cost/Sqft 1,954.57
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
76 11.16.3 Vol-2, Pg -83 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
Wicket Gate 2 1.20 1.80 4.32
Considering 30 kg/sqm 30 34.32 1029.60
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for Stilt Floor
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate GST Final Rate .
0 1.12 Vol-1, Pg -8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth. m3 95.00 4.75 99.75 0.00 99.75
1 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. m3 102.00 5.10 107.10 0.00 107.10
2 2.7.3 CPWD Vol-1, Pg -91 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) sqm 1432.95 71.65 1504.60 0.00 1504.60
3 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m2 177.00 8.85 185.85 0.00 185.85
4 4.1 Vol-2, Pg -5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. m2 118.00 5.90 123.90 0.00 123.90
0 6.4 Vol-2, 1st Cordm, 1st Addenda Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 8643.00 432.15 9075.15 0.00 9075.15
5 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade m3 4747.00 237.35 4984.35 0.00 4984.35
6 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 310.95 6529.95 0.00 6529.95
7 SL No-1a, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a: Isolated for Percentage on finished rate of concrete per m3 is 8% m3 0.08 0.00 0.08 0.00 0.08
8 SL No-1b, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per m3 is 3% m3 0.03 0.00 0.03 0.00 0.03
9 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 310.95 6529.95 0.00 6529.95
10 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70
11 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% m3 0.10 0.00 0.10 0.00 0.10
0 SL No-2, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50
12 5.1.1 Vol-2, Pg -9 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). m3 5585.00 279.25 5864.25 0.00 5864.25
0 5.4 Vol-2, Pg -9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). m3 6364.00 318.20 6682.20 0.00 6682.20
13 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 433.00 21.65 454.65 0.00 454.65
14 1.8 Vol-1, Pg -7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage & all other appurtenaces required to complete the work. If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation. m3 474.00 23.70 497.70 0.00 497.70
0 6.5 Vol-2, Pg -13 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 10956.00 547.80 11503.80 0.00 11503.80
15 2.10.c Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade m3 6043.00 302.15 6345.15 0.00 6345.15
16 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% m3 0.10 0.00 0.10 0.00 0.10
17 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 299.20 6283.20 0.00 6283.20
18 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60
19 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45
20 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 310.95 6529.95 0.00 6529.95
21 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70
22 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60
23 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50
24 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50
25 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 4009.75 84204.75 0.00 84204.75
26 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 398.90 8376.90 0.00 8376.90
0 6.32 Vol-2, Pg -17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. m2 1308.00 65.40 1373.40 0.00 1373.40
27 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 51.45 1080.45 0.00 1080.45
28 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 100.85 2117.85 0.00 2117.85
29 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 7147.49 150097.19 0.00 150097.19
30 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 4940.75 103755.75 0.00 103755.75
31 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 50.75 1065.75 0.00 1065.75
32 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : m3 4115.00 205.75 4320.75 0.00 4320.75
33 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 354.25 7439.25 0.00 7439.25
34 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 226.60 4758.60 0.00 4758.60
35 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 55.70 1169.70 0.00 1169.70
36 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 539.15 11322.15 0.00 11322.15
37 11.14.2.1 Vol-2, Pg -81 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 501.00 25.05 526.05 0.00 526.05
38 11.4 Vol-2, Pg -77 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 5221.00 261.05 5482.05 0.00 5482.05
39 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 21.85 458.85 0.00 458.85
40 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 21.75 456.75 0.00 456.75
41 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 12.45 261.45 0.00 261.45
42 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 13.75 288.75 0.00 288.75
43 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 11.95 250.95 0.00 250.95
44 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 312.25 6557.25 0.00 6557.25
45 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 336.70 7070.70 0.00 7070.70
46 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 285.95 6004.95 0.00 6004.95
47 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 9.15 192.15 0.00 192.15
48 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 28.25 593.25 0.00 593.25
49 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 12.65 265.65 0.00 265.65
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 12.00 252.00 0.00 252.00
50 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 1.90 39.90 0.00 39.90
51 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 19.10 401.10 0.00 401.10
52 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 66.00 3.30 69.30 0.00 69.30
53 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 5.00 105.00 0.00 105.00
54 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 142.40 2990.40 0.00 2990.40
55 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 266.30 5592.30 0.00 5592.30
56 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 16.40 344.40 0.00 344.40
57 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 15.70 329.70 0.00 329.70
0 9.34 Vol-2, Pg -64 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. m2 1541.00 77.05 1618.05 0.00 1618.05
58 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 57.05 1198.05 0.00 1198.05
59 9.2 Vol-2, Pg -59 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge. m2 793.00 39.65 832.65 0.00 832.65
60 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 129.10 2711.10 0.00 2711.10
61 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm m3 1344.00 67.20 1411.20 0.00 1411.20
62 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 7.90 165.90 0.00 165.90
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 1.65 34.65 0.00 34.65
63 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 7.80 163.80 0.00 163.80
0 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 2.50 52.50 0.00 52.50
64 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 5.75 120.75 0.00 120.75
65 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 2.65 55.65 0.00 55.65
66 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 6.90 144.90 0.00 144.90
67 6.8.2 Vol-3, Pg-51 Precast Cement Concrete Interlocking Blocks : IRC SP 63: 2018 : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) m2 1161.00 58.05 1219.05 0.00 1219.05
68 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 112.10 2354.10 0.00 2354.10
69 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 98.90 2076.90 0.00 2076.90
70 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.20 4.20 0.00 4.20
71 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m2 2789.00 139.45 2928.45 0.00 2928.45
72 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 180.10 3782.10 0.00 3782.10
73 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 152.15 3195.15 0.00 3195.15
74 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 40.85 857.85 0.00 857.85
75 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 14.55 305.55 0.00 305.55
76 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 27.40 575.40 0.00 575.40
77 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 100.00 2100.00 0.00 2100.00
78 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 36.25 761.25 0.00 761.25
79 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 90.00 1890.00 0.00 1890.00
80 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.15 3.15 0.00 3.15
81 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 65.00 1365.00 0.00 1365.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
76 11.16.3 Vol-2, Pg -83 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kg 122.00 6.10 128.10
Stilt Floor Water Supply Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Stilt Floor MEASUREMENTS AND ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 3 3.00
Ladies Toilet 3 3.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 1 1.00
Ladies toiles 1 1.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 5 5.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 2 2.00
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 20 20.00
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 20 20.00
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 4 4.00
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 4 4.00
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 4 4.00
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
14 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
15 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
16 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
17 1.4.1 Vol-1, Pg -5 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m.
From bore to building 1 100 0.6 0.9 54.00
Around building 1 100 0.6 0.9 54.00
18 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Quantity taken as excavation quantity m3 108.00 279.30 30164.4
19 13.7.1 Vol-5, Pg -149 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 1.50 HP/1.1KW 7 STG.
Single phase sub pump 2.00 2.00
20 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500 0
storage capacity (1000LNos-2) 2 1000 2000
storage capacity (1500LNos-0) 0 1500 0
storage capacity (2000LNos-0) 0 2000 0
21 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 1 100 100.00
22 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well/Sump to OHT 1 40 40.00
23 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 50 50.00
from Over head storage water tank to GF 2 30 60.00
Rising main 1 50 50.00
24 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 100 100.00
From OHT along the wall (25mm) to 20mm dia pipe 2 40 80.00
From 25mm dia along wall to 20mm dia pipe 2 24 48.00
25 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Cold) for inside Building 2 48 96.00
from out source water line to building 2 36 72.00
26 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 1 60 60.00
27 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 30 30.00
28 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 40 40.00
Total Each 40.00 231.00 9240
Total 521,404.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 1.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 3 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 2 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 3 3.00
Ladies Toilet 1 3 3.00
Toilets 1 3 3.00
Nos 9.00 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS-Stilt Floor Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 42.30 888.30 0.00 888.30
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 55.85 1172.85 0.00 1172.85
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 121.30 2547.30 0.00 2547.30
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 51.00 1071.00 0.00 1071.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 31.00 651.00 0.00 651.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 40.45 849.45 0.00 849.45
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 36.25 761.25 0.00 761.25
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 15.25 320.25 0.00 320.25
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 14.80 310.80 0.00 310.80
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 15.70 329.70 0.00 329.70 621 409
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 27.45 576.45 0.00 576.45 600
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 29.90 627.90 0.00 627.90 973
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 35.10 737.10 0.00 737.10 1315
14 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 42.75 897.75 0.00 897.75 2052
15 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 13.95 292.95 0.00 292.95
16 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 31.00 651.00 0.00 651.00
17 1.4.1 Vol-1, Pg -5 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m. m3 242.00 12.10 254.10 0.00 254.10
18 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 266.00 13.30 279.30 0.00 279.30
19 13.7.1 Vol-5, Pg -149 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 1.50 HP/1.1KW 7 STG. Each 13910.00 695.50 14605.50 0.00 14605.50
20 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.45 9.45 0.00 9.45 13.34 13.78
21 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 39.05 820.05 0.00 820.05 13.31.6 13.87.6 450
22 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 26.80 562.80 0.00 562.80 13.31.5 13.87.5 300
23 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 20.00 420.00 0.00 420.00 13.31.4 13.87.4 215
24 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 15.90 333.90 0.00 333.90 13.31.3 13.87.3 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 12.10 254.10 0.00 254.10 13.31.2 13.87.2 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 23.85 500.85 0.00 500.85 13.32.3 13.86.3 250
25 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 18.95 397.95 0.00 397.95 13.32.2 13.86.2 210
26 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 15.45 324.45 0.00 324.45 13.32.1 13.86.1 130
27 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 16.15 339.15 0.00 339.15 37.28.1
28 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 11.00 231.00 0.00 231.00 37.35
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Stilt Floor Sanitary Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Stilt Floor MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 1 1.00
Ladies toiles 1 1.00
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 1 1.00
Ladies toiles 1 1.00
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Gents toilets 3 1.00 3.00
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
Wash Basin 5 1 5.00
Gents Toilet 4 1 4.00
Ladies Toilet 4 1 4.00
Toilets 5 1 5.00
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR)
Toilet 2 1 2.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 5 5.0
Gents Toilet 5 5.0
Ladies Toilet 5 5.0
Toilets 10 10.0 c
Total Each 25.00 1281.00 32025
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 1 5 5.00
Gents Toilet 1 5 5.00
Ladies Toilet 1 5 5.00
Toilets 1 10 10.00
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium
Hand wash 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilets 1 1.00
Ladies toiles 1 1.00
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
Total Each 2.00 951.30 1902.6
16 16.1.1 Vol-5, Pg -186 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 100 mm dia. pipes (This is for house service connection only).
Inspection Chamber 10 10.00
17 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 5 25.0
For Sullage 5 5 25.0
18 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 2 2.2 1.5 6.6
Gents toilet 2 2.4 1.75 8.4
Ladies Toilet 2 2.4 1.75 8.4
19 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab
Hand wash 2 1.5 0.6 1.8
Gents toilet 2 1 0.6 1.2
Ladies Toilet 2 1.2 0.6 1.4
20 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 1 5 5.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
21 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Hand wash 1 5 5.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
Total Each 26.00 231.00 6006
Total 332,873.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 2 GL #VALUE!
Gents Toilets 1 FF #VALUE!
Ladies toiles 1 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 5 5.00
Gents Toilet 5 5.00
Ladies Toilet 5 5.00
Toilets 10 10.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 3 3.0
Gents Toilet 1 1.0
Ladies Toilet 1 1.0
Total Nos 0.0 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024
RATE ANLYSIS OF SANITARY WORKS- STILT FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate GST Final Rate
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 244.20 5128.20 0.00 5128.20
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 298.85 6275.85 0.00 6275.85
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 432.10 9074.10 0.00 9074.10
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 154.10 3236.10 0.00 3236.10
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 128.05 2689.05 0.00 2689.05
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 13.60 285.60 0.00 285.60
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 278.10 5840.10 0.00 5840.10
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 61.00 1281.00 0.00 1281.00
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 9.75 204.75 0.00 204.75
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1081.00 54.05 1135.05 0.00 1135.05
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2714.00 135.70 2849.70 0.00 2849.70
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 718.00 35.90 753.90 0.00 753.90
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium No. 2121.00 106.05 2227.05 0.00 2227.05
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 839.00 41.95 880.95 0.00 880.95
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2835.00 141.75 2976.75 0.00 2976.75
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 906.00 45.30 951.30 0.00 951.30
16 16.1.1 Vol-5, Pg -186 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. 100 mm dia. pipes (This is for house service connection only). m 370.00 18.50 388.50 0.00 388.50
17 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 20.55 431.55 0.00 431.55
18 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 5.65 118.65 0.00 118.65
19 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 142.40 2990.40 0.00 2990.40
20 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 129.05 2710.05 0.00 2710.05 13.39
21 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 11.00 231.00 0.00 231.00 13.38
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PWD - 2018-19 SR Belagavi Circle
Estimate for Ground Floor (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF Ground Floor
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate (Rs) Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For SL No- 1 Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Roof Beam 5% 230.8337325
Horizontal - 4946.44
Front Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Left Corner-2 - Beam - BG2 2 1.35 0.30 0.45 0.36
Corridor Front Left Horizontal - Beam - BG2 1 14.52 0.30 0.45 1.96
Corridor Front Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Front Left Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Waiting - JDLR - Beam - BG4 2 2.66 0.30 0.75 1.19
JDLR -Ante - Beam - BG4 2 2.70 0.30 0.75 1.22
JDLR -Library - Beam - BG4 1 1.50 0.30 0.75 0.34
JDLR - Toilet - Beam - BG4 0 1.50 0.30 0.75 0.00
Court Hall - JDLR - Beam - BG2 2 10.57 0.30 0.45 2.85
Office-1 -JDLR - Beam - BG2 2 7.23 0.30 0.45 1.95
Lobby Front - Beam - BG7 1 11.17 0.45 0.90 4.52
Lobby Front - Beam - BG4 3 5.40 0.30 0.75 3.65
Electrical room - Beam - BG5 1 1.70 0.30 0.90 0.46
StairCase -1A - Beam - BG3 2 3.35 0.30 0.60 1.21
Offset Front Lobby Both Side - Beam - BG2 4 3.36 0.30 0.45 1.81
Technical Section - JDLR - Beam - BG2 1 10.94 0.30 0.45 1.48
Technical Section - JDLR - Beam - BG3 1 10.94 0.30 0.60 1.97
ADLR - Admin - Beam - BG3 1 3.37 0.30 0.60 0.61
ADLR - Technical - Beam - BG2 1 3.37 0.30 0.45 0.45
Stores-1 -JDLR - Beam - BG3 2 3.37 0.30 0.60 1.21
Records-1 JDLR - Beam - BG3 3 6.97 0.30 0.60 3.76
Corridor Front Right Horizontal - Beam - BG2 1 14.52 0.30 0.45 1.96
Corridor Front Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Front Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Right Corner-2 - Beam - BG2 2 1.35 0.30 0.45 0.36
Corridor Front Right Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Lobby Left - Beam - BG4 2 9.70 0.30 0.75 4.37
StairCase -2B - Beam - BG3 0 4.20 0.30 0.60 0.00
Ladies Toilet (Basin) - Beam - BG3 1 3.37 0.30 0.60 0.61
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG1 2 1.50 0.30 0.38 0.34
Gents Toilet (Basin) - Beam - BG3 2 3.37 0.30 0.60 1.21
Gents Toilet (Urinals) - Beam - BG3 0 1.87 0.30 0.60 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.30 0.38 0.00
Gents Toilet (WCs) - Beam - BG1 1 1.50 0.30 0.38 0.17
Centre Corridor Horizontal - Beam - BG4 1 11.17 0.30 0.75 2.51
Centre Corridor Curved - Beam - BG4 0 2.00 0.30 0.75 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.30 0.38 0.00
Lobby Right - Beam - BG4 2 9.70 0.30 0.75 4.37
StairCase -3B - Beam - BG3 0 4.20 0.30 0.60 0.00
Corridor Rear Left Vertical - Beam - BG6 1 2.50 0.45 0.75 0.84
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Rear Left Horizontal - Beam - BG2 1 14.52 0.30 0.45 1.96
Corridor Rear Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Waiting - ADLR - Beam - BG3 1 2.66 0.30 0.60 0.48
ADLR -Ante - Beam - BG3 1 2.70 0.30 0.60 0.49
ADLR -Library - Beam - BG3 1 1.50 0.30 0.60 0.27
ADLR - Toilet - Beam - BG1 1 1.50 0.30 0.38 0.17
Office-2 -ADLR - Beam - BG2 2 6.97 0.30 0.45 1.88
Mojani Section - Beam - BG2 2 10.83 0.30 0.45 2.92
Lobby Rear - Beam - BG5 2 11.17 0.30 0.90 6.03
Server/ UPS RM - Beam - BG2 1 2.10 0.30 0.45 0.28
StairCase -4C - Beam - BG3 1 3.36 0.30 0.60 0.60
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 0.30 0.90 1.81
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Records- 2 ADLR - Beam - BG2 1 21.40 0.30 0.45 2.89
Records- 2 ADLR - Beam - BG3 1 17.80 0.30 0.60 3.20
Records- 2 ADLR - Beam - BG4 1 14.17 0.30 0.75 3.19
Supervisors - ADLR - Beam - BG4 1 6.97 0.30 0.75 1.57
Corridor Rear Right Horizontal - Beam - BG2 1 14.52 0.30 0.45 1.96
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Right Corner-2 - Beam - BG4 2 1.35 0.30 0.75 0.61
Corridor Rear Right Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Portico Front - Beam - BG5 1 11.40 0.30 0.90 3.08
Portico Front - Beam - BG7 1 11.40 0.45 0.90 4.62
Front Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Front Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Corridor Front Left Horizontal - Beam - BG3 4 2.50 0.30 0.60 1.80
Corridor Front Left Vertical - Beam - BG4 1 7.72 0.30 0.75 1.74
Waiting - JDLR - Beam - BG3 1 4.00 0.30 0.60 0.72
JDLR -Ante - Beam - BG3 1 4.00 0.30 0.60 0.72
JDLR -Library - Beam - BG3 1 1.62 0.30 0.60 0.29
JDLR - Toilet - Beam - BG3 1 2.50 0.30 0.60 0.45
Court Hall - JDLR - Beam - BG3 3 6.97 0.30 0.60 3.76
Office-1 -JDLR - Beam - BG3 3 6.97 0.30 0.60 3.76
Lobby Front - Beam - BG4 1 9.70 0.30 0.75 2.18
Electrical room - Beam - BG1 2 1.91 0.30 0.38 0.44
StairCase -1A - Beam - BG3 1 6.97 0.30 0.60 1.25
Offset Front Lobby Both Side - Beam - BG4 4 1.35 0.30 0.75 1.22
Technical Section - JDLR - Beam - BG3 4 6.97 0.30 0.60 5.02
ADLR - Admin - Beam - BG3 1 3.37 0.30 0.60 0.61
ADLR - Technical - Beam - BG3 1 3.37 0.30 0.60 0.61
Stores-1 -JDLR - Beam - BG3 0 6.97 0.30 0.60 0.00
Records-1 JDLR - Beam - BG3 2 11.20 0.30 0.60 4.03
Corridor Front Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Front Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Front Right Vertical - Beam - BG4 1 7.71 0.30 0.75 1.74
Lobby Left - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -2B - Beam - BG3 2 4.89 0.30 0.60 1.76
Ladies Toilet (Basin) - Beam - BG3 6 4.13 0.30 0.60 4.46
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.50 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG3 6 1.05 0.30 0.60 1.13
Gents Toilet (Basin) - Beam - BG3 2 1.05 0.30 0.60 0.38
Gents Toilet (Urinals) - Beam - BG3 6 4.13 0.30 0.60 4.46
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 0.30 0.60 0.00
Gents Toilet (WCs) - Beam - BG3 4 1.05 0.30 0.60 0.76
Centre Corridor Horizontal - Beam - BG4 0 2.32 0.30 0.75 0.00
Centre Corridor Curved - Beam - BG4 0 7.20 0.30 0.75 0.00
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 0.30 0.60 0.00
Lobby Right - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -3B - Beam - BG3 2 4.89 0.30 0.60 1.76
Corridor Rear Left Vertical - Beam - BG4 1 7.71 0.30 0.75 1.74
Rear Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Rear Left Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Waiting - ADLR - Beam - BG3 2 3.37 0.30 0.60 1.21
ADLR -Ante - Beam - BG3 1 3.37 0.30 0.60 0.61
ADLR -Library - Beam - BG3 1 1.62 0.30 0.60 0.29
ADLR - Toilet - Beam - BG3 1 2.50 0.30 0.60 0.45
Office-2 -ADLR - Beam - BG3 2 6.97 0.30 0.60 2.51
Mojani Section - Beam - BG3 4 6.97 0.30 0.60 5.02
Lobby Rear - Beam - BG4 2 9.70 0.30 0.75 4.37
Server/ UPS RM - Beam - BG3 2 4.44 0.30 0.60 1.60
StairCase -4C - Beam - BG4 1 5.10 0.30 0.75 1.15
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
Records- 2 ADLR - Beam - BG3 8 6.97 0.30 0.60 10.04
Supervisors - ADLR - Beam - BG4 4 4.00 0.30 0.75 3.60
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Rear Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-2 - Beam - BG5 1 5.84 0.30 0.90 1.58
Corridor Rear Right Vertical - Beam - BG4 1 7.71 0.30 0.75 1.74
Portico Front - Beam - BG4 1 16.79 0.30 0.75 3.78
Portico Front - Beam - BG3 1 44.98 0.30 0.60 8.10
Centre circular beam - Beam - BG4 1 34.39 0.30 0.75 7.74
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
For Roof Beam Concrete Cost
2.10.d Vol-1, Pg -18 RCC For Slab
Front Left Corner-1 1 4.30 1.35 0.15 0.87
Corridor Front Left Horizontal 1 28.19 2.50 0.15 10.57 1 13.23 6.5
Corridor Front Left Vertical 1 2.50 11.66 0.15 4.37 1 6.77 5.5
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36 1 1.2 1.2
Technical Section - JDLR 1 10.94 6.97 0.15 11.44 1 5.5 6.77
Corridor Front Right Horizontal 1 28.19 2.50 0.15 10.57 1 1.5 1.14
Front Right Corner-1 1 4.30 1.35 0.15 0.87 1 1.3 1.14
Front Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Right Vertical 1 2.50 11.66 0.15 4.37
Ladies Toilet (Basin) 2 1.87 3.50 0.15 1.96
Ladies Toilet (Diff Abled) 2 1.50 1.80 0.15 0.81
Ladies Toilet (WCs) 4 1.50 1.05 0.15 0.95
Gents Toilet (Basin) 2 2.47 1.05 0.15 0.78
Gents Toilet (Urinals) 2 1.87 2.97 0.15 1.66
Gents Toilet (Diff Abled) 2 1.50 1.80 0.15 0.81
Gents Toilet (WCs) 2 1.50 1.05 0.15 0.47
Centre Corridor Horizontal 2 11.17 2.32 0.15 7.76
Centre Corridor Curved 2 2.00 7.20 0.15 4.32
Centre Corridor infront of Toilet 4 4.17 2.03 0.15 5.08
Corridor Rear Left Vertical 1 2.50 11.66 0.15 4.37
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Left Horizontal 1 28.19 2.50 0.15 10.57
Waiting - ADLR 1 2.66 3.37 0.15 1.34
ADLR -Library 1 1.50 1.62 0.15 0.36
Mojani Section 1 10.83 6.97 0.15 11.32
Server/ UPS RM 1 2.10 4.44 0.15 1.40
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Supervisors - ADLR 1 6.97 4.00 0.15 4.18
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Vertical 1 2.50 11.66 0.15 4.37
Portico Right 1 5.05 9.85 0.15 7.46
Portico Front 1 13.12 12.35 0.15 24.30
Slab Projection Alround (Deducting Lobby Area) 1 199.50 0.50 0.15 14.96
Slab Beside Stair A Type (Rear to Lift) 0 3.23 5.46 0.15 0.00
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.15 0.00
Slab Projection at Landscaping Area - Left 1 61.62 0.50 0.15 4.62
Slab Projection at Landscaping Area - Right 1 61.62 0.50 0.15 4.62
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Slabs
For RCC Slab Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Staircase
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
For Stair Case Concrete Cost
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 1 5.90 0.230 0.075 0.10
Front Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Left Horizontal 1 18.93 0.230 0.075 0.33
Corridor Front Left Vertical 0 2.50 0.230 0.075 0.00
Court Hall - JDLR 2 10.57 0.230 0.075 0.36
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Technical Section - JDLR 2 10.94 0.230 0.075 0.38
ADLR - Technical 0 3.37 0.230 0.075 0.00
Corridor Front Right Horizontal 1 18.93 0.230 0.075 0.33
Front Right Corner-1 1 5.90 0.230 0.075 0.10
Front Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Right Vertical 0 2.50 0.230 0.075 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.075 0.06
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.075 0.05
Ladies Toilet (WCs) 4 1.50 0.115 0.075 0.05
Gents Toilet (Basin) 2 2.47 0.230 0.075 0.09
Gents Toilet (Urinals) 2 1.87 0.230 0.075 0.06
Gents Toilet (Diff Abled) 2 1.80 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.50 0.115 0.075 0.03
Centre Corridor Horizontal 0 33.93 0.230 0.075 0.00
Centre Corridor Curved 0 7.20 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.075 0.00
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Left Horizontal 1 18.93 0.230 0.075 0.33
Mojani Section 2 10.83 0.230 0.075 0.37
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Supervisors - ADLR 1 6.97 0.230 0.075 0.12
Corridor Rear Right Horizontal 1 18.93 0.230 0.075 0.33
Rear Right Corner-1 1 5.90 0.230 0.075 0.10
Rear Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Right Vertical 0 2.50 0.230 0.075 0.00
Portico Right 2 5.05 0.230 0.075 0.17
Portico Front 1 13.12 0.230 0.075 0.23
Parapet wall on Portico Front 1 38.00 0.230 0.075 0.66
Parapet wall on Portico Right 1 19.80 0.230 0.075 0.34
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.075 0.21
Front Left Corner-1 2 1.35 0.230 0.075 0.05
Front Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Left Horizontal 0 2.50 0.230 0.075 0.00
Corridor Front Left Vertical 1 11.66 0.230 0.075 0.20
Court Hall - JDLR 1 6.97 0.230 0.075 0.12
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 4 1.35 0.230 0.075 0.09
Technical Section - JDLR 1 6.97 0.230 0.075 0.12
ADLR - Technical 1 3.37 0.115 0.075 0.03
Corridor Front Right Horizontal 0 2.50 0.230 0.075 0.00
Front Right Corner-1 2 1.35 0.230 0.075 0.05
Front Right Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Right Vertical 1 11.66 0.230 0.075 0.20
Ladies Toilet (Basin) 4 3.50 0.230 0.075 0.24
Ladies Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Ladies Toilet (WCs) 4 1.05 0.115 0.075 0.04
Gents Toilet (Basin) 4 1.05 0.230 0.075 0.07
Gents Toilet (Urinals) 4 2.97 0.230 0.075 0.20
Gents Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.05 0.115 0.075 0.02
Centre Corridor Horizontal 2 33.93 0.115 0.075 0.59
Centre Corridor Curved 2 7.20 0.115 0.075 0.12
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 1 11.66 0.230 0.075 0.20
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Rear Left Horizontal 0 2.50 0.230 0.075 0.00
Mojani Section 1 6.97 0.230 0.075 0.12
Offset Rear Lobby Both Side 4 1.35 0.230 0.075 0.09
Supervisors - ADLR 2 4.00 0.230 0.075 0.14
Corridor Rear Right Horizontal 0 2.50 0.230 0.075 0.00
Rear Right Corner-1 1 1.35 0.230 0.075 0.02
Rear Right Corner-2 2 5.90 0.230 0.075 0.20
Corridor Rear Right Vertical 1 11.66 0.230 0.075 0.20
Portico Right 1 9.85 0.230 0.075 0.17
Portico Front 2 12.35 0.230 0.075 0.43
Gents Toilet - WCs 4 2.55 0.115 0.075 0.09
Ladies Toilet - WCs 4 2.55 0.115 0.075 0.09
wall Pantry Platform 2 0.75 0.115 0.075 0.01
R C C Lintel Beam
Front Left Corner-1 1 5.90 0.230 0.20 0.27
Front Left Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Left Vertical 0 2.50 0.230 0.20 0.00
JDLR -Library 2 1.50 0.115 0.20 0.07
Court Hall - JDLR 2 10.57 0.230 0.20 0.97
Electrical room 1 1.70 0.230 0.20 0.08
Offset Front Lobby Both Side 2 3.36 0.230 0.20 0.31
Technical Section - JDLR 2 10.94 0.230 0.20 1.01
ADLR - Technical 0 3.37 0.230 0.20 0.00
Front Right Corner-1 1 5.90 0.230 0.20 0.27
Front Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Right Vertical 0 2.50 0.230 0.20 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.20 0.17
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.20 0.14
Ladies Toilet (WCs) 4 1.50 0.115 0.20 0.14
Gents Toilet (Basin) 2 2.47 0.230 0.20 0.23
Gents Toilet (Urinals) 2 1.87 0.230 0.20 0.17
Gents Toilet (Diff Abled) 2 1.80 0.115 0.20 0.08
Gents Toilet (WCs) 2 1.50 0.115 0.20 0.07
Centre Corridor Horizontal 0 33.93 0.230 0.20 0.00
Centre Corridor Curved 0 7.20 0.230 0.20 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.20 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.20 0.00
Rear Left Corner-1 1 5.90 0.230 0.20 0.27
Rear Left Corner-2 2 1.35 0.230 0.20 0.12
ADLR -Library 2 1.50 0.115 0.20 0.07
Mojani Section 2 10.83 0.230 0.20 1.00
Offset Rear Lobby Both Side 2 3.36 0.230 0.20 0.31
Supervisors - ADLR 1 6.97 0.230 0.20 0.32
Rear Right Corner-1 1 5.90 0.230 0.20 0.27
Rear Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Rear Right Vertical 0 2.50 0.230 0.20 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.20 0.55
Front Left Corner-1 2 1.35 0.20 0.20 0.11
Front Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Front Left Horizontal 0 2.50 0.20 0.20 0.00
Waiting - JDLR 1 4.00 0.20 0.20 0.16
JDLR -Library 1 1.62 0.12 0.20 0.04
Court Hall - JDLR 1 6.97 0.20 0.20 0.28
Lobby Front 1 6.97 0.20 0.20 0.28
Electrical room 1 1.91 0.20 0.20 0.08
Offset Front Lobby Both Side 4 1.35 0.20 0.20 0.22
Technical Section - JDLR 1 6.97 0.20 0.20 0.28
ADLR - Technical 1 3.37 0.12 0.20 0.08
Corridor Front Right Horizontal 0 2.50 0.20 0.20 0.00
Front Right Corner-1 2 1.35 0.20 0.20 0.11
Front Right Corner-2 1 5.90 0.20 0.20 0.24
Ladies Toilet (Basin) 4 3.50 0.20 0.20 0.56
Ladies Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Ladies Toilet (WCs) 4 1.05 0.12 0.20 0.10
Gents Toilet (Basin) 4 1.05 0.20 0.20 0.17
Gents Toilet (Urinals) 4 2.97 0.20 0.20 0.47
Gents Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Gents Toilet (WCs) 2 1.05 0.12 0.20 0.05
Centre Corridor infront of Toilet 0 4.17 0.20 0.20 0.00
Lobby Right 1 6.97 0.20 0.20 0.28
Rear Left Corner-1 2 1.35 0.20 0.20 0.11
Rear Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Rear Left Horizontal 0 2.50 0.20 0.20 0.00
Waiting - ADLR 1 3.37 0.20 0.20 0.13
ADLR -Library 1 1.62 0.12 0.20 0.04
Mojani Section 1 6.97 0.20 0.20 0.28
Server/ UPS RM 1 4.44 0.20 0.20 0.18
Offset Rear Lobby Both Side 4 1.35 0.20 0.20 0.22
Supervisors - ADLR 2 4.00 0.20 0.20 0.32
Corridor Rear Right Horizontal 0 2.50 0.20 0.20 0.00
Rear Right Corner-1 1 1.35 0.20 0.20 0.05
Rear Right Corner-2 2 5.90 0.20 0.20 0.47
Lintel For Partition Wall
Gents Toilet - WCs 4 2.55 0.115 0.20 0.23
Ladies Toilet - WCs 4 2.55 0.115 0.20 0.23
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam
For sill and Lintel Concrete Cost
2.10.b Vol-1, Pg -18 R C C for Chajja
Around OTS Portion 2 61.62 0.60 0.100 7.39
Horizontal 0.00
Box Type - Alround Chejja
Projections for Cuboard Over Lintel
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Lintel Beam
For Chejja Concrete Cost
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM From Floor to Floor
Front Left Corner-1 1 5.90 0.230 3.32 4.51
Front Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Left Horizontal 1 18.93 0.230 1.20 5.22
Corridor Front Left Vertical 0 2.50 0.230 3.32 0.00
JDLR -Library 2 1.50 0.115 3.32 1.15
Court Hall - JDLR 2 10.57 0.230 3.32 16.16
Electrical room 1 1.70 0.230 3.32 1.30
Offset Front Lobby Both Side 2 3.36 0.230 3.32 5.14
Technical Section - JDLR 2 10.94 0.230 3.32 16.73
ADLR - Technical 0 3.37 0.230 3.32 0.00
Corridor Front Right Horizontal 1 18.93 0.230 1.20 5.22
Front Right Corner-1 1 5.90 0.230 3.32 4.51
Front Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Right Vertical 0 2.50 0.230 3.32 0.00
Ladies Toilet (Basin) 2 1.87 0.230 3.32 2.86
Ladies Toilet (Diff Abled) 2 1.50 0.230 3.32 2.29
Ladies Toilet (WCs) 4 1.50 0.115 3.32 2.29
Gents Toilet (Basin) 2 2.47 0.230 3.32 3.78
Gents Toilet (Urinals) 2 1.87 0.230 3.32 2.86
Gents Toilet (Diff Abled) 2 1.80 0.115 3.32 1.38
Gents Toilet (WCs) 2 1.50 0.115 3.32 1.15
Centre Corridor Horizontal 0 33.93 0.230 3.32 0.00
Centre Corridor Curved 0 7.20 0.230 3.32 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 0 2.50 0.230 3.32 0.00
Rear Left Corner-1 1 5.90 0.230 3.32 4.51
Rear Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Left Horizontal 1 18.93 0.230 1.20 5.22
ADLR -Library 2 1.50 0.115 3.32 1.15
Mojani Section 2 10.83 0.230 3.32 16.55
Offset Rear Lobby Both Side 2 3.36 0.230 3.32 5.14
Supervisors - ADLR 1 6.97 0.230 3.32 5.33
Corridor Rear Right Horizontal 1 18.93 0.230 1.20 5.22
Rear Right Corner-1 1 5.90 0.230 3.32 4.51
Rear Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Right Vertical 0 2.50 0.230 3.32 0.00
Portico Right 2 5.05 0.230 1.20 2.79
Portico Front 1 13.12 0.230 1.20 3.62
Parapet wall on Portico Front 1 38.00 0.230 1.20 10.49
Parapet wall on Portico Right 1 19.80 0.230 1.20 5.46
4 Corners Architectural Wall beside Window 16 0.75 0.230 3.32 9.18
Front Left Corner-1 2 1.35 0.230 3.32 2.06
Front Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Left Horizontal 0 2.50 0.230 3.32 0.00
Corridor Front Left Vertical 1 11.66 0.230 1.20 3.22
JDLR -Library 1 1.62 0.115 3.32 0.62
Court Hall - JDLR 1 6.97 0.230 3.32 5.33
Electrical room 1 1.91 0.230 3.32 1.46
Offset Front Lobby Both Side 4 1.35 0.230 3.32 4.13
Technical Section - JDLR 1 6.97 0.230 3.32 5.33
ADLR - Technical 1 3.37 0.115 3.32 1.29
Corridor Front Right Horizontal 0 2.50 0.230 3.32 0.00
Front Right Corner-1 2 1.35 0.230 3.32 2.06
Front Right Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Right Vertical 1 11.66 0.230 1.20 3.22
Ladies Toilet (Basin) 4 3.50 0.230 3.32 10.70
Ladies Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Ladies Toilet (WCs) 4 1.05 0.115 3.32 1.61
Gents Toilet (Basin) 4 1.05 0.230 3.32 3.21
Gents Toilet (Urinals) 4 2.97 0.230 3.32 9.07
Gents Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Gents Toilet (WCs) 2 1.05 0.115 3.32 0.80
Centre Corridor Horizontal 2 33.93 0.115 1.20 9.36
Centre Corridor Curved 2 7.20 0.115 1.20 1.99
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 1 11.66 0.230 1.20 3.22
Rear Left Corner-1 2 1.35 0.230 3.32 2.06
Rear Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Rear Left Horizontal 0 2.50 0.230 3.32 0.00
ADLR -Library 1 1.62 0.115 3.32 0.62
Mojani Section 1 6.97 0.230 3.32 5.33
Offset Rear Lobby Both Side 4 1.35 0.230 3.32 4.13
Supervisors - ADLR 2 4.00 0.230 3.32 6.12
Corridor Rear Right Horizontal 0 2.50 0.230 3.32 0.00
Rear Right Corner-1 1 1.35 0.230 3.32 1.03
Rear Right Corner-2 2 5.90 0.230 3.32 9.02
Corridor Rear Right Vertical 1 11.66 0.230 1.20 3.22
Portico Right 1 9.85 0.230 1.20 2.72
Portico Front 2 12.35 0.230 1.20 6.82
O2- Front & Rear Lobby 0 11.17 0.23 3.85 0.00
O3- Left & Right Lobby 0 6.97 0.23 3.85 0.00
O4- Staircase A type 0 6.97 0.23 3.85 0.00
O5- Staircase B type 0 4.89 0.23 3.85 0.00
O5- Staircase C type 0 3.36 0.23 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 0.23 3.85 0.00
O8 - Front & Rear Offset 0 3.36 0.23 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 0.23 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 0.23 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 0.23 2.50 0.00
O13 - Lobby openings 0 4.00 0.23 2.40 0.00
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Partition wall 0 0.00 3.85 0.00
Gents Toilet - WCs 4 2.55 3.00 30.60
Ladies Toilet - WCs 4 2.55 3.00 30.60
wall Pantry Platform 2 0.75 1.00 1.50
Strorage for Rooms 0 9.00 0.60 0.00
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 140 Kg/Cum 140 44.46 6224.77
Slab Beam @ 230 Kg/Cum 230 242.00 55660.00
Stair case @ 40 Kg/Cum 40 26.60 1064.00
Steel Measurement sheet attached 0.00
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Ventilators 0.00
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
Ventilators 0.00
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
Providing & Fixing Teak Wooden Door
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Flush Door
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt x2
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door Handles x 2
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
Cross section of Door frames 0 0.00 0.00 0.00
EXTRA GRILL THAN WINDOWS
Entrance at staircase B type 2 1.50 3.40 10.20
Entrance at staircase C type 1 1.50 3.40 5.10
Stair case 0 0.00 0.00 0.00
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 1 10.20 0.90 9.18
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
For Around OTS 2 33.93 1.20 81.43
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Stair 1-Type Well Portion 1 4.00 0.60 2.40
Stair B-Type Well Portion 2 2.00 0.60 2.40
Stair C-Type Well Portion 0 0.00 0.60 0.00
Central Curved Passage 2 7.20 0.60 8.64
Considering 25 kg /sqm 140.14
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 3.30 37.29
Front Left Corner-2 1 11.30 3.30 37.29
Corridor Front Left Horizontal 1 61.37 3.30 202.52
Corridor Front Left Vertical 1 28.32 3.30 93.46
Waiting - JDLR 1 13.31 3.30 43.92
JDLR -Library 1 6.23 3.30 20.56
JDLR - Toilet 1 8.00 3.30 26.40
Court Hall - JDLR 1 35.08 3.30 115.76
Office-1 -JDLR 1 28.39 3.30 93.69
Lobby Front 1 41.74 3.30 137.74
Electrical room 1 7.22 3.30 23.83
StairCase -1A 1 20.64 3.30 68.11
Offset Front Lobby Both Side 2 9.42 3.30 62.17
Technical Section - JDLR 1 35.82 3.30 118.21
ADLR - Technical 1 13.48 3.30 44.48
Stores-1 -JDLR 1 20.68 3.30 68.24
Records-1 JDLR 1 36.34 3.30 119.92
Corridor Front Right Horizontal 1 61.37 3.30 202.52
Front Right Corner-1 1 11.30 3.30 37.29
Front Right Corner-2 1 11.30 3.30 37.29
Corridor Front Right Vertical 1 28.32 3.30 93.46
Lobby Left 1 33.34 3.30 110.02
StairCase -2B 1 18.18 3.30 59.99
Ladies Toilet (Basin) 2 10.74 3.30 70.88
Ladies Toilet (Diff Abled) 2 6.60 3.30 43.56
Ladies Toilet (WCs) 4 5.10 3.30 67.32
Gents Toilet (Basin) 2 7.04 3.30 46.46
Gents Toilet (Urinals) 2 9.67 3.30 63.82
Gents Toilet (Diff Abled) 2 6.60 3.30 43.56
Gents Toilet (WCs) 2 5.10 3.30 33.66
Centre Corridor Horizontal 2 26.97 3.30 178.03
Centre Corridor Curved 2 18.40 3.30 121.44
Centre Corridor infront of Toilet 4 12.40 3.30 163.68
Lobby Right 1 33.34 3.30 110.02
StairCase -3B 1 18.18 3.30 59.99
Corridor Rear Left Vertical 1 28.32 3.30 93.46
Rear Left Corner-1 1 11.30 3.30 37.29
Rear Left Corner-2 1 11.30 3.30 37.29
Corridor Rear Left Horizontal 1 61.37 3.30 202.52
Waiting - ADLR 1 12.05 3.30 39.77
ADLR -Library 1 6.23 3.30 20.56
ADLR - Toilet 1 8.00 3.30 26.40
Office-2 -ADLR 1 27.88 3.30 92.00
Mojani Section 1 35.59 3.30 117.45
Lobby Rear 1 41.74 3.30 137.74
Server/ UPS RM 1 13.08 3.30 43.16
StairCase -4C 1 16.92 3.30 55.84
Offset Rear Lobby Both Side 2 9.42 3.30 62.17
Records- 2 ADLR 1 64.39 3.30 212.49
Supervisors - ADLR 1 21.94 3.30 72.40
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Rear Right Corner-1 1 11.30 3.30 37.29
Rear Right Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Vertical 1 28.32 3.30 93.46
Portico Right 1 29.80 3.30 98.34
Portico Front 1 50.94 3.30 168.10
EXTRA internal Plaster 0.00
Loft/Racks 0.00
For Corners 0 10.00 0.90 0.00
wall Pantry Platform 4 0.75 1.00 3.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 2 11.17 3.85 -86.01
O3- Left & Right Lobby 2 6.97 3.85 -53.67
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 2 4.89 3.85 -37.65
O5- Staircase C type 1 3.36 3.85 -12.94
O7 - Corridors Horizontal & Vertical 16 2.50 3.85 -154.00
O8 - Front & Rear Offset 4 3.36 3.85 -51.74
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 2 4.00 2.40 -19.20
Beam sides PLASTER
Front Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Left Corner-2 - Beam - BG2 2 1.35 0.90 2.43
Corridor Front Left Horizontal - Beam - BG2 1 14.52 0.90 13.06
Corridor Front Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Front Left Vertical - Beam - BG4 1 2.50 1.50 3.75
Waiting - JDLR - Beam - BG4 2 2.66 1.50 7.97
JDLR -Ante - Beam - BG4 2 2.70 1.50 8.10
JDLR -Library - Beam - BG4 1 1.50 1.50 2.25
JDLR - Toilet - Beam - BG4 0 1.50 1.50 0.00
Court Hall - JDLR - Beam - BG2 2 10.57 0.90 19.03
Office-1 -JDLR - Beam - BG2 2 7.23 0.90 13.01
Lobby Front - Beam - BG7 1 11.17 1.95 21.78
Lobby Front - Beam - BG4 3 5.40 1.50 24.30
Lift-1 & Lift-2 - Beam - BG1 3 1.70 0.76 3.88
Electrical room - Beam - BG5 1 1.70 1.80 3.06
StairCase -1A - Beam - BG3 2 3.35 1.20 8.04
Offset Front Lobby Both Side - Beam - BG2 4 3.36 0.90 12.10
Technical Section - JDLR - Beam - BG2 1 10.94 0.90 9.85
Technical Section - JDLR - Beam - BG3 1 10.94 1.20 13.13
ADLR - Admin - Beam - BG3 1 3.37 1.20 4.04
ADLR - Technical - Beam - BG2 1 3.37 0.90 3.03
Stores-1 -JDLR - Beam - BG3 2 3.37 1.20 8.09
Records-1 JDLR - Beam - BG3 3 6.97 1.20 25.09
Corridor Front Right Horizontal - Beam - BG2 1 14.52 0.90 13.06
Corridor Front Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Front Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Right Corner-2 - Beam - BG2 2 1.35 0.90 2.43
Corridor Front Right Vertical - Beam - BG3 1 2.50 1.20 3.00
Lobby Left - Beam - BG4 2 9.70 1.50 29.10
StairCase -2B - Beam - BG3 0 4.20 1.20 0.00
Ladies Toilet (Basin) - Beam - BG3 1 3.37 1.20 4.04
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 1.20 0.00
Ladies Toilet (WCs) - Beam - BG1 2 1.50 0.76 2.28
Gents Toilet (Basin) - Beam - BG3 2 3.37 1.20 8.09
Gents Toilet (Urinals) - Beam - BG3 0 1.87 1.20 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.76 0.00
Gents Toilet (WCs) - Beam - BG1 1 1.50 0.76 1.14
Centre Corridor Horizontal - Beam - BG4 1 11.17 1.50 16.76
Centre Corridor Curved - Beam - BG4 0 2.00 1.50 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.76 0.00
Lobby Right - Beam - BG4 2 9.70 1.50 29.10
StairCase -3B - Beam - BG3 0 4.20 1.20 0.00
Corridor Rear Left Vertical - Beam - BG6 1 2.50 1.65 4.13
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Rear Left Horizontal - Beam - BG2 1 14.52 0.90 13.06
Corridor Rear Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Waiting - ADLR - Beam - BG3 1 2.66 1.20 3.19
ADLR -Ante - Beam - BG3 1 2.70 1.20 3.24
ADLR -Library - Beam - BG3 1 1.50 1.20 1.80
ADLR - Toilet - Beam - BG1 1 1.50 0.76 1.14
Office-2 -ADLR - Beam - BG2 2 6.97 0.90 12.55
Mojani Section - Beam - BG2 2 10.83 0.90 19.49
Lobby Rear - Beam - BG5 2 11.17 1.80 40.21
Server/ UPS RM - Beam - BG2 1 2.10 0.90 1.89
StairCase -4C - Beam - BG3 1 3.36 1.20 4.03
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 1.80 12.10
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Records- 2 ADLR - Beam - BG2 1 21.40 0.90 19.26
Records- 2 ADLR - Beam - BG3 1 17.80 1.20 21.36
Records- 2 ADLR - Beam - BG4 1 14.17 1.50 21.26
Supervisors - ADLR - Beam - BG4 1 6.97 1.50 10.46
Corridor Rear Right Horizontal - Beam - BG2 1 14.52 0.90 13.06
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Right Corner-2 - Beam - BG4 2 1.35 1.50 4.05
Corridor Rear Right Vertical - Beam - BG3 1 2.50 1.20 3.00
Portico Front - Beam - BG5 1 11.40 1.80 20.52
Portico Front - Beam - BG7 1 11.40 1.95 22.23
Front Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Front Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Corridor Front Left Horizontal - Beam - BG3 4 2.50 1.20 12.00
Corridor Front Left Vertical - Beam - BG4 1 7.72 1.50 11.57
Waiting - JDLR - Beam - BG3 1 4.00 1.20 4.80
JDLR -Ante - Beam - BG3 1 4.00 1.20 4.80
JDLR -Library - Beam - BG3 1 1.62 1.20 1.94
JDLR - Toilet - Beam - BG3 1 2.50 1.20 3.00
Court Hall - JDLR - Beam - BG3 3 6.97 1.20 25.09
Office-1 -JDLR - Beam - BG3 3 6.97 1.20 25.09
Lobby Front - Beam - BG4 1 9.70 1.50 14.55
Lift-1 & Lift-2 - Beam - BG1 4 2.30 0.76 6.99
Electrical room - Beam - BG1 2 1.91 0.76 2.90
StairCase -1A - Beam - BG3 1 6.97 1.20 8.36
Offset Front Lobby Both Side - Beam - BG4 4 1.35 1.50 8.10
Technical Section - JDLR - Beam - BG3 4 6.97 1.20 33.46
ADLR - Admin - Beam - BG3 1 3.37 1.20 4.04
ADLR - Technical - Beam - BG3 1 3.37 1.20 4.04
Stores-1 -JDLR - Beam - BG3 0 6.97 1.20 0.00
Records-1 JDLR - Beam - BG3 2 11.20 1.20 26.88
Corridor Front Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Front Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Front Right Vertical - Beam - BG4 1 7.71 1.50 11.57
Lobby Left - Beam - BG4 2 6.97 1.50 20.91
StairCase -2B - Beam - BG3 2 4.89 1.20 11.74
Ladies Toilet (Basin) - Beam - BG3 6 4.13 1.20 29.74
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.50 1.20 0.00
Ladies Toilet (WCs) - Beam - BG3 6 1.05 1.20 7.56
Gents Toilet (Basin) - Beam - BG3 2 1.05 1.20 2.52
Gents Toilet (Urinals) - Beam - BG3 6 4.13 1.20 29.74
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 1.20 0.00
Gents Toilet (WCs) - Beam - BG3 4 1.05 1.20 5.04
Centre Corridor Horizontal - Beam - BG4 0 2.32 1.50 0.00
Centre Corridor Curved - Beam - BG4 0 7.20 1.50 0.00
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 1.20 0.00
Lobby Right - Beam - BG4 2 6.97 1.50 20.91
StairCase -3B - Beam - BG3 2 4.89 1.20 11.74
Corridor Rear Left Vertical - Beam - BG4 1 7.71 1.50 11.57
Rear Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Rear Left Horizontal - Beam - BG3 5 2.50 1.20 15.00
Waiting - ADLR - Beam - BG3 2 3.37 1.20 8.09
ADLR -Ante - Beam - BG3 1 3.37 1.20 4.04
ADLR -Library - Beam - BG3 1 1.62 1.20 1.94
ADLR - Toilet - Beam - BG3 1 2.50 1.20 3.00
Office-2 -ADLR - Beam - BG3 2 6.97 1.20 16.73
Mojani Section - Beam - BG3 4 6.97 1.20 33.46
Lobby Rear - Beam - BG4 2 9.70 1.50 29.10
Server/ UPS RM - Beam - BG3 2 4.44 1.20 10.66
StairCase -4C - Beam - BG4 1 5.10 1.50 7.65
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
Records- 2 ADLR - Beam - BG3 8 6.97 1.20 66.91
Supervisors - ADLR - Beam - BG4 4 4.00 1.50 24.00
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Rear Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-2 - Beam - BG5 1 5.84 1.80 10.51
Corridor Rear Right Vertical - Beam - BG4 1 7.71 1.50 11.57
Portico Front - Beam - BG4 1 16.79 1.50 25.19
Portico Front - Beam - BG3 1 44.98 1.20 53.97
Centre circular beam - Beam - BG4 1 34.39 1.50 51.58
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 191 3056.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 654.68 654.68
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Exterior Plaster
Ground Floor Plinth Area 0 0.00 4.00 0.00
Carpet Area 0 0.00 4.00 0.00
Perimeter 0 0.00 4.00 0.00
Staircase Head Room 0 0.00 4.00 0.00
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 0 4.00 2.40 0.00
Washing Platform 0.00
for Openings 0.00
OPENINGS 0 0.00 0.00 0.00
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.
Plastering Groove at 150mm c/c
For 4 Corners of Building 4 27 9.0 972.00
For 4 Offsets besides Front & Rear Lobby 4 27 7.0 756.00
For Circular Columns at Exterior Corridor 32 47.0 4.0 6016.00
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - JDLR 1 2.66 4.00 10.62
JDLR -Library 1 1.50 1.62 2.42
JDLR - Toilet 1 1.50 2.50 3.75
Court Hall - JDLR 1 10.57 6.97 73.67
Office-1 -JDLR 1 7.23 6.97 50.36
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Technical Section - JDLR 1 10.94 6.97 76.25
ADLR - Admin 1 3.37 3.37 11.36
ADLR - Technical 1 3.37 3.37 11.36
Stores-1 -JDLR 1 3.37 6.97 23.49
Records-1 JDLR 1 6.97 11.20 78.06
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B -1 4.20 4.89 -20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.50 1.80 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.50 1.80 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Left Horizontal 1 28.19 2.50 70.46
Waiting - ADLR 1 2.66 3.37 8.95
ADLR -Library 1 1.50 1.62 2.42
ADLR - Toilet 1 1.50 2.50 3.75
Office-2 -ADLR 1 6.97 6.97 48.58
Mojani Section 1 10.83 6.97 75.45
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C -1 3.36 5.10 -17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Records- 2 ADLR 1 25.23 6.97 175.82
Supervisors - ADLR 1 6.97 4.00 27.88
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Portico Right 1 5.05 9.85 49.74
Portico Front 1 13.12 12.35 162.03
Slab Projection Alround (Deducting Lobby Area) 1 199.50 0.50 99.75
Slab Beside Stair A Type (Rear to Lift) 0 3.23 5.46 0.00
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.00
Slab Projection at Landscaping Area - Left 1 61.62 0.50 30.81
Slab Projection at Landscaping Area - Right 1 61.62 0.50 30.81
Loft/Racks 0.00
Over Toilet 0 0.00 2.00 0.00
Projections for Cuboard Over Lintel
Ceiling Quantity
Quantity is same as interior plaster : 5533.92 Sq m 5533.92
Ceiling Quantity 2094.91
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - JDLR 1 2.66 4.00 10.62
Lobby Front 1 11.17 9.70 108.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Left Horizontal 1 28.19 2.50 70.46
Waiting - ADLR 1 2.66 3.37 8.95
Lobby Rear 1 11.17 9.70 108.35
StairCase -4C 1 3.36 5.10 17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Granite Skirting
Front Left Corner-1 1 11.30 0.10 1.13
Front Left Corner-2 1 11.30 0.10 1.13
Corridor Front Left Horizontal 1 61.37 0.10 6.14
Corridor Front Left Vertical 1 28.32 0.10 2.83
Waiting - JDLR 1 13.31 0.10 1.33
Lobby Front 1 41.74 0.10 4.17
Offset Front Lobby Both Side 2 9.42 0.10 1.88
Corridor Front Right Horizontal 1 61.37 0.10 6.14
Front Right Corner-1 1 11.30 0.10 1.13
Front Right Corner-2 1 11.30 0.10 1.13
Corridor Front Right Vertical 1 28.32 0.10 2.83
Lobby Left 1 33.34 0.10 3.33
StairCase -2B 1 18.18 0.10 1.82
Centre Corridor Horizontal 2 26.97 0.10 5.39
Centre Corridor Curved 2 18.40 0.10 3.68
Centre Corridor infront of Toilet 4 12.40 0.10 4.96
Lobby Right 1 33.34 0.10 3.33
StairCase -3B 1 18.18 0.10 1.82
Corridor Rear Left Vertical 1 28.32 0.10 2.83
Rear Left Corner-1 1 11.30 0.10 1.13
Rear Left Corner-2 1 11.30 0.10 1.13
Corridor Rear Left Horizontal 1 61.37 0.10 6.14
Waiting - ADLR 1 12.05 0.10 1.21
Lobby Rear 1 41.74 0.10 4.17
StairCase -4C 1 16.92 0.10 1.69
Offset Rear Lobby Both Side 2 9.42 0.10 1.88
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Rear Right Corner-1 1 11.30 0.10 1.13
Rear Right Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Vertical 1 28.32 0.10 2.83
Deduct for Skirting
ADD FOR THRESHOLDS
At window Periphery
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Add for skirting and nosing 20% 12.77
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For windows periphery
Ventilators 0 0.00 0.00
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
JDLR -Library 1 1.50 1.62 2.42
Court Hall - JDLR 1 10.57 6.97 73.67
Office-1 -JDLR 1 7.23 6.97 50.36
Electrical room 1 1.70 1.91 3.25
Technical Section - JDLR 1 10.94 6.97 76.25
ADLR - Admin 1 3.37 3.37 11.36
ADLR - Technical 1 3.37 3.37 11.36
Stores-1 -JDLR 1 3.37 6.97 23.49
Records-1 JDLR 1 6.97 11.20 78.06
ADLR -Library 1 1.50 1.62 2.42
Office-2 -ADLR 1 6.97 6.97 48.58
Mojani Section 1 10.83 6.97 75.45
Server/ UPS RM 1 2.10 4.44 9.32
Records- 2 ADLR 1 25.23 6.97 175.82
Supervisors - ADLR 1 6.97 4.00 27.88
Add for Thresholds
JDLR -Library 1 6.23 0.10 0.62
Court Hall - JDLR 1 35.08 0.10 3.51
Office-1 -JDLR 1 28.39 0.10 2.84
Electrical room 1 7.22 0.10 0.72
Technical Section - JDLR 1 35.82 0.10 3.58
ADLR - Admin 1 13.48 0.10 1.35
ADLR - Technical 1 13.48 0.10 1.35
Stores-1 -JDLR 1 20.68 0.10 2.07
Records-1 JDLR 1 36.34 0.10 3.63
ADLR -Library 1 6.23 0.10 0.62
Office-2 -ADLR 1 27.88 0.10 2.79
Mojani Section 1 35.59 0.10 3.56
Server/ UPS RM 1 13.08 0.10 1.31
Records- 2 ADLR 1 64.39 0.10 6.44
Supervisors - ADLR 1 21.94 0.10 2.19
Deduction for Skirting
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
For Toilet Flooring
JDLR - Toilet 1 1.50 2.50 3.75
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.50 1.80 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.50 1.80 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
ADLR - Toilet 1 1.50 2.50 3.75
Add for Thresholds
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm
JDLR - Toilet 1 8.00 3.50 28.00
Ladies Toilet (Basin) 2 10.74 3.50 75.18
Ladies Toilet (Diff Abled) 2 6.60 3.50 46.20
Ladies Toilet (WCs) 4 5.10 3.50 71.40
Gents Toilet (Basin) 2 7.04 3.50 49.28
Gents Toilet (Urinals) 2 9.67 3.50 67.69
Gents Toilet (Diff Abled) 2 6.60 3.50 46.20
Gents Toilet (WCs) 2 5.10 3.50 35.70
ADLR - Toilet 1 8.00 3.50 28.00
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity is same as interior plaster : 5533.92 Sq m 5533.92
Ceiling Quantity 2094.91
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 877.92 150.66
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill
Square meter area is same as M S grill Window 271.14
Doors & Windows 0.00
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 271.14
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 18.06
Multiplying Doors qty by 2.4 43.34
Window Shutter 0.00
For Wooden Frames
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 99.89
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
Stone Partition
Washing Platform 0 0.60 0.75 0.00
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding
Corridor Left Vertical 2 11.66 0.90 20.99
Corridor Left Horizontal 2 27.60 0.90 49.68
Corridor Right Vertical 2 11.66 0.90 20.99
Corridor Right Horizontal 2 27.60 0.90 49.68
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Glass Partitions
Superident 1 4.00 3.85 15.40
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound for Toilets in First floor
Qty same as Toilet Flooring (For Toilet Portion) 1 59.01 59.01
Add 20% for Hauching 0.2 59.01 11.80
Terrace portion 1 0.00 0.00
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
Pvc False Ceiling
Corridor Horizontal 4 28.19 2.50 281.85
Corrdor Vertical 4 11.66 2.50 116.60
Corridor Middle Hrztl 2 11.20 2.40 53.76
Corridor Middle Vrtcl 2 7.20 2.00 28.80
Corridor middle 2 4.20 2.00 16.80
Offest at both side of Lobby 4 4.00 1.35 21.60
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Name Board 1 4000 4000.00
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
24 Columns - 4 Faces 12 0.90 4.50 48.60
Beams Front and Rear Lobby - 4 Faces 4 10.20 0.90 36.72
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby - 4 Faces 4 10.20 40.80
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby - 4 Faces 4 10.20 40.80
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - JDLR 1 2.66 4.00 10.62
JDLR -Library 1 1.50 1.62 2.42
JDLR - Toilet 1 1.50 2.50 3.75
Court Hall - JDLR 1 10.57 6.97 73.67
Office-1 -JDLR 1 7.23 6.97 50.36
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Technical Section - JDLR 1 10.94 6.97 76.25
ADLR - Admin 1 3.37 3.37 11.36
ADLR - Technical 1 3.37 3.37 11.36
Stores-1 -JDLR 1 3.37 6.97 23.49
Records-1 JDLR 1 6.97 11.20 78.06
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.50 1.80 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.50 1.80 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Left Horizontal 1 28.19 2.50 70.46
Waiting - ADLR 1 2.66 3.37 8.95
ADLR -Library 1 1.50 1.62 2.42
ADLR - Toilet 1 1.50 2.50 3.75
Office-2 -ADLR 1 6.97 6.97 48.58
Mojani Section 1 10.83 6.97 75.45
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C 1 3.36 5.10 17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Records- 2 ADLR 1 25.23 6.97 175.82
Supervisors - ADLR 1 6.97 4.00 27.88
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Portico Right 1 5.05 9.85 49.74
Portico Front 1 13.12 12.35 162.03
61 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
Ventilators 0 0.00 0.00 0.00
62 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
For each floor 5 5.00 Each 1378.65 6,893
Total ₹ 45,402,892 Cost Rs/sqft 1,941.08
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for Ground Floor Floor 1
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 62.19 6281.19 314.06 6595.25 0.00 6595.25
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 59.84 6043.84 302.19 6346.03 0.00 6346.03
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 79.78 8057.78 402.89 8460.67 0.00 8460.67
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 10.29 1039.29 51.96 1091.25 0.00 1091.25
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 801.95 80996.95 4049.85 85046.80 0.00 85046.80 #REF!
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 20.17 2037.17 101.86 2139.03 0.00 2139.03
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 1429.50 144379.20 7218.96 151598.16 0.00 151598.16
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 988.15 99803.15 4990.16 104793.31 0.00 104793.31
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 10.15 1025.15 51.26 1076.41 0.00 1076.41
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : m3 4115.00 41.15 4156.15 207.81 4363.96 0.00 4363.96
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 70.85 7155.85 357.79 7513.64 0.00 7513.64
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 45.32 4577.32 228.87 4806.19 0.00 4806.19
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 11.14 1125.14 56.26 1181.40 0.00 1181.40
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 107.83 10890.83 544.54 11435.37 0.00 11435.37
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 4.37 441.37 22.07 463.44 0.00 463.44
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 4.35 439.35 21.97 461.32 0.00 461.32
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 2.49 251.49 12.57 264.06 0.00 264.06
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 2.75 277.75 13.89 291.64 0.00 291.64
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 2.39 241.39 12.07 253.46 0.00 253.46
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 62.45 6307.45 315.37 6622.82 0.00 6622.82
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 67.34 6801.34 340.07 7141.41 0.00 7141.41
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 57.19 5776.19 288.81 6065.00 0.00 6065.00
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 1.83 184.83 9.24 194.07 0.00 194.07
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 5.65 570.65 28.53 599.18 0.00 599.18
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 2.53 255.53 12.78 268.31 0.00 268.31
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 2.40 242.40 12.12 254.52 0.00 254.52
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 0.38 38.38 1.92 40.30 0.00 40.30
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 3.82 385.82 19.29 405.11 0.00 405.11
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 66.00 0.66 66.66 3.33 69.99 0.00 69.99
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 1.00 101.00 5.05 106.05 0.00 106.05
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 28.48 2876.48 143.82 3020.30 0.00 3020.30
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 53.26 5379.26 268.96 5648.22 0.00 5648.22
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 3.28 331.28 16.56 347.84 0.00 347.84
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 3.14 317.14 15.86 333.00 0.00 333.00
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 11.41 1152.41 57.62 1210.03 0.00 1210.03
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 25.82 2607.82 130.39 2738.21 0.00 2738.21
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm m3 1344.00 13.44 1357.44 67.87 1425.31 0.00 1425.31
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 1.58 159.58 7.98 167.56 0.00 167.56
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 0.33 33.33 1.67 35.00 0.00 35.00
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 1.56 157.56 7.88 165.44 0.00 165.44
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 0.50 50.50 2.53 53.03 0.00 53.03
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 1.15 116.15 5.81 121.96 0.00 121.96
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 0.53 53.53 2.68 56.21 0.00 56.21
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 1.38 139.38 6.97 146.35 0.00 146.35
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m2 2789.00 27.89 2816.89 140.84 2957.73 0.00 2957.73
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 36.02 3638.02 181.90 3819.92 0.00 3819.92
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 30.43 3073.43 153.67 3227.10 0.00 3227.10
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 8.17 825.17 41.26 866.43 0.00 866.43
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 22.42 2264.42 113.22 2377.64 0.00 2377.64
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 19.78 1997.78 99.89 2097.67 0.00 2097.67
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.04 4.04 0.20 4.24 0.00 4.24
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 2.91 293.91 14.70 308.61 0.00 308.61
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 5.48 553.48 27.67 581.15 0.00 581.15
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 20.00 2020.00 101.00 2121.00 0.00 2121.00
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 7.25 732.25 36.61 768.86 0.00 768.86
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.03 3.03 0.15 3.18 0.00 3.18
61 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 18.00 1818.00 90.90 1908.90 0.00 1908.90
62 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 13.00 1313.00 65.65 1378.65 0.00 1378.65
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Ground Floor Water Supply Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
GROUND FLOOR MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 6 6.00
Ladies Toilet 6 6.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 6 6.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 3 3.00
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 20 20.00
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 20 20.00
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 6 6.00
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 6 6.00
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 8 8.00
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
0 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
13 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
14 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
15 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500 0
storage capacity (1000LNos-2) 2.00 1000 2000
storage capacity (1500LNos-0) 0.00 1500 0
storage capacity (2000LNos-0) 0.00 2000 0
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 0 0 0.00
16 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well to OHT 2 80 160.00
17 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 100 100.00
connecting from Storage tank to 25mm 1 50 50.00
from Over head storage water tank to 25mm 2 60 120.00
18 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 100 100.00
From OHT along the wall (25mm) to 20mm dia pipe 2 80 160.00
From 25mm dia along wall to 20mm dia pipe 2 24 48.00
19 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Hot for inside Building 2 48 96.00
(for Cold) for inside Building 2 60 120.00
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 0 0 0.00
20 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 20 20.00
21 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 30 30.00
Total Each 30.00 233.31 6999.3
Total 508,218.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 2.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 2 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 6 6.00
Ladies Toilet 1 6 6.00
Toilets 1 3 3.00
Nos 15.00 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 1 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 1 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 8.46 854.46 42.72 897.18 0.00 897.18
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 11.17 1128.17 56.41 1184.58 0.00 1184.58
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 24.26 2450.26 122.51 2572.77 0.00 2572.77
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 10.20 1030.20 51.51 1081.71 0.00 1081.71
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 6.20 626.20 31.31 657.51 0.00 657.51
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 8.09 817.09 40.85 857.94 0.00 857.94
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 7.25 732.25 36.61 768.86 0.00 768.86
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 3.05 308.05 15.40 323.45 0.00 323.45
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 2.96 298.96 14.95 313.91 0.00 313.91
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 3.14 317.14 15.86 333.00 0.00 333.00 621 409
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 5.49 554.49 27.72 582.21 0.00 582.21 600
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 5.98 603.98 30.20 634.18 0.00 634.18 973
0 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 7.02 709.02 35.45 744.47 0.00 744.47 1315
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 8.55 863.55 43.18 906.73 0.00 906.73 2052
13 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 2.79 281.79 14.09 295.88 0.00 295.88
14 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 6.20 626.20 31.31 657.51 0.00 657.51
15 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.09 9.09 0.45 9.54 0.00 9.54
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 7.81 788.81 39.44 828.25 0.00 828.25 450
16 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 5.36 541.36 27.07 568.43 0.00 568.43 300
17 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 4.00 404.00 20.20 424.20 0.00 424.20 215
18 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 3.18 321.18 16.06 337.24 0.00 337.24 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 2.42 244.42 12.22 256.64 0.00 256.64 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 4.77 481.77 24.09 505.86 0.00 505.86 250
19 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 3.79 382.79 19.14 401.93 0.00 401.93 210
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 3.09 312.09 15.60 327.69 0.00 327.69 130
20 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 3.23 326.23 16.31 342.54 0.00 342.54
21 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 2.20 222.20 11.11 233.31 0.00 233.31
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Ground Floor Sanitary Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
GROUND FLOOR MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 2 2.00
Ladies toiles 2 2.00
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 4 4.00
Ladies toiles 4 4.00
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Gents toilets 6 1.00 6.00
Ladies toiles 0 1.00 0.00
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
Wash Basin 5 2 10.00
Gents Toilet 4 2 8.00
Ladies Toilet 4 2 8.00
Toilets 5 2 10.00
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR)
Toilet 2 1 2.00
Gents Toilets 4 1 4.00
Ladies toiles 4 1 4.00
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 4 4.0
Gents Toilet 4 4.0
Ladies Toilet 4 4.0
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 2 2 4.00
Gents Toilet 2 2 4.00
Ladies Toilet 2 2 4.00
Toilets 1 5 5.00
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Hand wash 2 2.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 4 20
For Sullage 5 4 20
17 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 3 2.2 1.5 9.9
Gents toilet 4 2.4 1.75 16.8
Ladies Toilet 4 2.4 1.75 16.8
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab 0.0
Hand wash 3 1.5 0.6 2.7
Gents toilet 4 1 0.6 2.4
Ladies Toilet 4 1.2 0.6 2.9
19 13.4 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 2 3 6.00
Gents Toilet 1 3 3.00
Ladies Toilet 1 3 3.00
Toilets 2 2 4.00
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:.
Hand wash 2 5 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
Total 524,366.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 2 GL #VALUE!
Gents Toilets 4 FF #VALUE!
Ladies toiles 4 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 4 4.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 3 3.0
Gents Toilet 2 2.0
Ladies Toilet 2 2.0
Total Nos 0.0 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 1
RATE ANLYSIS OF SANITARY WORKS- 1 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Finished Rate
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 48.84 4932.84 246.64 5179.48 0.00 5179.48
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 59.77 6036.77 301.84 6338.61 0.00 6338.61
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 86.42 8728.42 436.42 9164.84 0.00 9164.84
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 30.82 3112.82 155.64 3268.46 0.00 3268.46
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 25.61 2586.61 129.33 2715.94 0.00 2715.94
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 2.72 274.72 13.74 288.46 0.00 288.46
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 55.62 5617.62 280.88 5898.50 0.00 5898.50
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 12.20 1232.20 61.61 1293.81 0.00 1293.81
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 1.95 196.95 9.85 206.80 0.00 206.80
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1081.00 10.81 1091.81 54.59 1146.40 0.00 1146.40
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2714.00 27.14 2741.14 137.06 2878.20 0.00 2878.20
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 718.00 7.18 725.18 36.26 761.44 0.00 761.44
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium No. 2121.00 21.21 2142.21 107.11 2249.32 0.00 2249.32
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 839.00 8.39 847.39 42.37 889.76 0.00 889.76
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2835.00 28.35 2863.35 143.17 3006.52 0.00 3006.52
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 906.00 9.06 915.06 45.75 960.81 0.00 960.81
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 0.00 411.00 20.55 431.55 0.00 431.55
17 11.20 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 1.13 114.13 5.71 119.84 0.00 119.84
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 28.48 2876.48 143.82 3020.30 0.00 3020.30
19 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 25.81 2606.81 130.34 2737.15 0.00 2737.15
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:. Each 2532.00 25.32 2557.32 127.87 2685.19 0.00 2685.19
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
Detailed Project Report
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Building Estimate
ESTIMATED COST : Rs. CRORE
Executive Engineer
PWD-DIVISION, BELAGAVI
TECHNICAL CONSULTANTS
JALAVAHINI MANAGEMENT SERVICES PRIVATE LIMITED,
Dharwad, Bengaluru, Mysore, Davanagere.
9th Cross, D N Koppa, Kelageri Road
[email protected] www.jalavahini.com
BELAGAVI SUB DIVISION
BELAGAVI DIVISION
BELAGAVI SUB DIVISION, BELAGAVI DIVISION
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Sl. No Particulars
Building Estimate VOLUME - I
3 General Report on Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Design Basis Report
#VALUE! Abstract of Estimates
#VALUE! Basement Floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- Basement Floor
#VALUE! Ground floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- Ground Floor
#VALUE! First floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- First Floor
Building Estimate VOLUME - II
#VALUE! First floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- First Floor
#VALUE! Second floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- Second Floor
#VALUE! Third floor Estimate (Civil Works)
#VALUE! Water supply & Sanitary Estimate- Third Floor
#VALUE! Terrace floor Estimate (Civil Works)
#VALUE! Sump Tank Estimate
#VALUE! Bio Digester & Utility Shifting
#VALUE! Borewell Estimate
#VALUE! Dismantling Estimate
Utility & Infrastructure (PART-II) VOLUME - III
17 Compound wall Estimate
18 Road Estimate
19 RCC Drain Estimate
20 Box Culvert Estimate
21 RO Drinking water Units Estimate
22 Rain Water Harvesting System and Ground Recharge + Storage Sump (30,00 ltrs)
23 Stone Ornamental Works Estimate
24 Trees Plantation
25 Architectural Balustrade, Railings
26 Electrical Estimates
27 Fire Fighting Estimates Water supply & Sanitary Estimate- Second Floor
Drawings VOLUME - IV Estimate for Sump Tank
29 Drawings Estimate for Water Truff
a Layout Drawing
b Architectural Drawing
c Structural Drawing
d Electrical Drawing
e Fire Fighting Drawing
Estimate for First Floor (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF First Floor
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
Column - CG14 - 0.75m Dia - Dummy 6 0.44 0.90 2.39
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
2.10.d Vol-1, Pg -18 R C C for Roof Beam
Front Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Left Corner-2 - Beam - BG2 2 1.35 0.30 0.45 0.36
Corridor Front Left Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Front Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Front Left Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Waiting - Joint Direction FCS - Beam - BG3 2 2.66 0.30 0.60 0.96
Joint Direction FCS - Beam - BG3 2 6.97 0.30 0.60 2.51
Joint Direction FCS -Ante - Beam - BG3 2 2.70 0.30 0.60 0.97
Joint Direction FCS -Library - Beam - BG3 1 1.50 0.30 0.60 0.27
Joint Direction FCS - Toilet - Beam - BG1 0 1.50 0.30 0.38 0.00
Asst Director -2 Nos - Beam - BG2 3 3.37 0.30 0.45 1.36
Office-1 -Joint Direction FCS - Beam - BG2 2 10.83 0.30 0.45 2.92
Stores/Records -1 - Beam - BG2 2 3.37 0.30 0.45 0.91
Lobby Front - Beam - BG3 4 5.84 0.30 0.60 4.20
Electrical room - Beam - BG2 1 1.70 0.30 0.45 0.23
StairCase -1A - Beam - BG3 2 3.35 0.30 0.60 1.21
Offset Front Lobby Both Side - Beam - BG2 4 3.36 0.30 0.45 1.81
Stores-2 (AC ofc) - Beam - BG3 2 3.37 0.30 0.60 1.21
Office-2 (AC ofc) - Beam - BG2 1 14.43 0.30 0.45 1.95
Office-2 (AC ofc) - Beam - BG3 1 14.43 0.30 0.60 2.60
Records-2 (AC ofc) - Beam - BG3 1 6.97 0.30 0.60 1.25
Stores-3 (AC ofc) - Beam - BG4 1 3.37 0.30 0.75 0.76
Corridor Front Right Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Front Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Front Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Right Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Front Right Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Lobby Left - Beam - BG3 1 9.70 0.30 0.60 1.75
StairCase -2B - Beam - BG4 1 4.20 0.30 0.75 0.95
Ladies Toilet (Basin) - Beam - BG3 2 3.37 0.30 0.60 1.21
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.30 0.38 0.68
Gents Toilet (Basin) - Beam - BG3 4 3.37 0.30 0.60 2.43
Gents Toilet (Urinals) - Beam - BG3 0 1.87 0.30 0.60 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.30 0.38 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.30 0.38 0.34
Centre Corridor Horizontal - Beam - BG3 2 11.17 0.30 0.60 4.02
Centre Corridor Curved - Beam - BG6 0 2.00 0.45 0.75 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.30 0.38 0.00
Lobby Right - Beam - BG3 1 9.70 0.30 0.60 1.75
StairCase -3B - Beam - BG3 1 4.20 0.30 0.60 0.76
Corridor Rear Left Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Rear Right Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Central Records-2 - Beam - BG2 2 18.02 0.30 0.45 4.87
Central Records-2 - Beam - BG4 2 7.20 0.30 0.75 3.24
Lobby Rear - Beam - BG5 3 5.43 0.30 0.90 4.39
Server/ UPS RM - Beam - BG2 1 2.10 0.30 0.45 0.28
StairCase -4C - Beam - BG5 2 3.36 0.30 0.90 1.81
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 0.30 0.90 1.81
Court Hall - Beam - BG3 1 14.43 0.30 0.60 2.60
Court Hall - Beam - BG2 1 14.43 0.30 0.45 1.95
Waiting - AC -PA - Beam - BG2 1 3.37 0.30 0.45 0.45
Asst Commissioner - Beam - BG4 2 6.97 0.30 0.75 3.14
Waiting - AC - Beam - BG3 1 2.36 0.30 0.60 0.42
Asst Commissioner - Ante - Beam - BG3 1 3.00 0.30 0.60 0.54
Asst Commissioner - Library - Beam - BG3 0 1.50 0.30 0.60 0.00
Asst Commissioner - Toilet - Beam - BG3 1 1.50 0.30 0.60 0.27
Corridor Rear Right Horizontal - Beam - BG2 1 14.55 0.30 0.45 1.96
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-1 - Beam - BG5 1 5.80 0.30 0.90 1.57
Rear Right Corner-2 - Beam - BG4 2 1.35 0.30 0.75 0.61
Corridor Rear Right Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Front Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Front Left Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Corridor Front Left Vertical - Beam - BG4 1 4.23 0.30 0.75 0.95
Corridor Front Left Vertical - Beam - BG7 1 3.60 0.45 0.90 1.46
Waiting - Joint Direction FCS - Beam - BG3 1 3.37 0.30 0.60 0.61
Joint Direction FCS - Beam - BG4 2 6.97 0.30 0.75 3.14
Joint Direction FCS -Ante - Beam - BG3 1 4.00 0.30 0.60 0.72
Joint Direction FCS -Library - Beam - BG1 1 1.62 0.30 0.38 0.18
Joint Direction FCS - Toilet - Beam - BG1 1 2.50 0.30 0.38 0.28
Asst Director -2 Nos - Beam - BG3 2 6.97 0.30 0.60 2.51
Office-1 -Joint Direction FCS - Beam - BG3 3 6.97 0.30 0.60 3.76
Stores/Records -1 - Beam - BG3 1 6.97 0.30 0.60 1.25
Lobby Front - Beam - BG4 1 9.70 0.30 0.75 2.18
Electrical room - Beam - BG1 2 1.91 0.30 0.38 0.44
StairCase -1A - Beam - BG3 1 6.97 0.30 0.60 1.25
Offset Front Lobby Both Side - Beam - BG4 4 1.35 0.30 0.75 1.22
Stores-2 (AC ofc) - Beam - BG3 1 6.97 0.30 0.60 1.25
Office-2 (AC ofc) - Beam - BG3 5 6.97 0.30 0.60 6.27
Records-2 (AC ofc) - Beam - BG3 2 6.97 0.30 0.60 2.51
Stores-3 (AC ofc) - Beam - BG3 2 6.97 0.30 0.60 2.51
Corridor Front Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Front Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Front Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Lobby Left - Beam - BG5 2 6.97 0.30 0.90 3.76
StairCase -2B - Beam - BG3 2 4.89 0.30 0.60 1.76
Ladies Toilet (Basin) - Beam - BG3 4 4.13 0.30 0.60 2.97
Ladies Toilet (Diff Abled) - Beam - BG3 2 1.50 0.30 0.60 0.54
Ladies Toilet (WCs) - Beam - BG3 8 1.05 0.30 0.60 1.51
Gents Toilet (Basin) - Beam - BG3 4 4.13 0.30 0.60 2.97
Gents Toilet (Urinals) - Beam - BG4 2 2.97 0.30 0.75 1.33
Gents Toilet (Diff Abled) - Beam - BG3 2 1.50 0.30 0.60 0.54
Gents Toilet (WCs) - Beam - BG3 8 1.05 0.30 0.60 1.51
Centre Corridor Horizontal - Beam - BG4 2 2.32 0.30 0.75 1.04
Centre Corridor Curved - Beam - BG3 2 7.20 0.30 0.60 2.59
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 0.30 0.60 0.00
Lobby Right - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -3B - Beam - BG3 2 4.89 0.30 0.60 1.76
Corridor Rear Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Rear Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG5 1 5.84 0.30 0.90 1.58
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Central Records-2 - Beam - BG3 8 6.97 0.30 0.60 10.04
Lobby Rear - Beam - BG4 1 9.70 0.30 0.75 2.18
Server/ UPS RM - Beam - BG3 2 4.44 0.30 0.60 1.60
StairCase -4C - Beam - BG4 2 7.20 0.30 0.75 3.24
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
Court Hall - Beam - BG3 5 6.97 0.30 0.60 6.27
Waiting - AC -PA - Beam - BG3 1 3.60 0.30 0.60 0.65
Asst Commissioner - Beam - BG3 2 6.97 0.30 0.60 2.51
Waiting - AC - Beam - BG2 1 3.37 0.30 0.45 0.45
Asst Commissioner - Ante - Beam - BG2 0 4.00 0.30 0.45 0.00
Asst Commissioner - Library - Beam - BG3 1 1.62 0.30 0.60 0.29
Asst Commissioner - Toilet - Beam - BG3 1 2.50 0.30 0.60 0.45
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Rear Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-2 - Beam - BG5 1 5.84 0.30 0.90 1.58
Corridor Rear Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Centre circular beam - Beam - BG7 1 34.39 0.45 0.90 13.93
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
2.10.d Vol-1, Pg -18 RCC For Slab
Front Left Corner-1 1 4.30 1.35 0.15 0.87
Front Left Corner-2 1 1.35 4.30 0.15 0.87 Room-1 1 6.77 5.55
Corridor Front Left Horizontal 1 28.19 2.50 0.15 10.57 Library & Reading room 1 13.23 6.5
Corridor Front Left Vertical 1 2.50 11.66 0.15 4.37 Room-2 1 6.77 5.5
Waiting - Joint Direction FCS 1 2.66 4.00 0.15 1.59 Room-3 1 5.5 6.77
Joint Direction FCS 1 6.97 6.97 0.15 7.29 Room-4 1 5.5 6.77
Joint Direction FCS -Ante 1 2.70 4.00 0.15 1.62 Front Corridor 1 28.5 2
Joint Direction FCS -Library 1 1.50 1.62 0.15 0.36 Room-5 1 6.77 5.5
Joint Direction FCS - Toilet 1 1.50 2.50 0.15 0.56 Room-6 1 5.5 6.77
Asst Director -2 Nos 1 3.37 6.97 0.15 3.52 Rear Corridor 1 27.23 2
Office-1 -Joint Direction FCS 1 10.83 6.97 0.15 11.32 Drying Area 1 7.73 5.5
Stores/Records -1 1 3.37 6.97 0.15 3.52 Toilet 1 7.27 5.5
Electrical room 1 1.70 1.91 0.15 0.49 Baths 6 1.5 1.3
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36 Room-7 1 5.5 6.77
Stores-2 (AC ofc) 1 3.37 6.97 0.15 3.52 Right Corridor 1 14.23 2
Office-2 (AC ofc) 1 14.43 6.97 0.15 15.08 Left Corridor 1 14.23 2
Records-2 (AC ofc) 1 6.97 6.97 0.15 7.29 Stair Case Room 0 3.6 6
Stores-3 (AC ofc) 1 3.37 6.97 0.15 3.52 Lobby infront of Stair Case 1 3.78 3.6
Corridor Front Right Horizontal 1 28.19 2.50 0.15 10.57 Electrical Room 1 1.5 1.14
Front Right Corner-1 1 4.30 1.35 0.15 0.87 Duct-2 1 1.3 1.14
Front Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Right Vertical 1 2.50 11.66 0.15 4.37
Ladies Toilet (Basin) 2 1.87 3.50 0.15 1.96
Ladies Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Ladies Toilet (WCs) 4 1.50 1.05 0.15 0.95
Gents Toilet (Basin) 2 2.47 1.05 0.15 0.78
Gents Toilet (Urinals) 2 1.87 2.97 0.15 1.66
Gents Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Gents Toilet (WCs) 2 1.50 1.05 0.15 0.47
Centre Corridor Horizontal 2 11.17 2.32 0.15 7.76
Centre Corridor Curved 2 2.00 7.20 0.15 4.32
Centre Corridor infront of Toilet 4 4.17 2.03 0.15 5.08
Corridor Rear Left Vertical 1 2.50 11.66 0.15 4.37
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Central Records-2 1 25.23 6.97 0.15 26.37
Server/ UPS RM 1 2.10 4.44 0.15 1.40
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Asst Commissioner 1 6.97 6.97 0.15 7.29
Asst Commissioner - Ante 1 3.00 4.00 0.15 1.80
Asst Commissioner - Library 1 1.50 1.62 0.15 0.36
Asst Commissioner - Toilet 1 1.50 2.50 0.15 0.56
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Vertical 1 2.50 11.66 0.15 4.37
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 0.15 13.51
Slab Beside Stair A Type (Rear to Lift) 0 3.23 5.46 0.15 0.00
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.15 0.00
Slab Projection at Landscaping Area - Left 1 61.62 0.50 0.15 4.62
Slab Projection at Landscaping Area - Right 1 61.62 0.50 0.15 4.62
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Slabs
2.10.d Vol-1, Pg -18 R C C for Staircase
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 1 5.90 0.230 0.075 0.10
Front Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Left Horizontal 1 18.93 0.230 0.075 0.33
Corridor Front Left Vertical 0 2.50 0.230 0.075 0.00
Waiting - Joint Direction FCS 2 2.66 0.230 0.075 0.09
Joint Direction FCS 1 6.97 0.230 0.075 0.12
Joint Direction FCS -Ante 2 2.70 0.230 0.075 0.09
Joint Direction FCS -Library 2 1.50 0.115 0.075 0.03
Joint Direction FCS - Toilet 1 1.50 0.230 0.075 0.03
Asst Director -2 Nos 2 3.37 0.230 0.075 0.12
Office-1 -Joint Direction FCS 2 10.83 0.230 0.075 0.37
Stores/Records -1 2 3.37 0.230 0.075 0.12
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Corridor Front Right Horizontal 1 18.93 0.230 0.075 0.33
Front Right Corner-1 1 5.90 0.230 0.075 0.10
Front Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Right Vertical 0 2.50 0.230 0.075 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.075 0.06
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.075 0.05
Ladies Toilet (WCs) 4 1.50 0.115 0.075 0.05
Gents Toilet (Basin) 2 2.47 0.230 0.075 0.09
Gents Toilet (Urinals) 2 1.87 0.230 0.075 0.06
Gents Toilet (Diff Abled) 2 1.80 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.50 0.115 0.075 0.03
Centre Corridor Horizontal 0 33.93 0.230 0.075 0.00
Centre Corridor Curved 0 7.20 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.075 0.00
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Left Horizontal 1 18.93 0.230 0.075 0.33
Central Records-2 2 25.23 0.230 0.075 0.87
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Asst Commissioner 1 6.97 0.230 0.075 0.12
Asst Commissioner - Ante 2 3.00 0.230 0.075 0.10
Asst Commissioner - Library 2 1.50 0.115 0.075 0.03
Asst Commissioner - Toilet 1 1.50 0.230 0.075 0.03
Corridor Rear Right Horizontal 1 18.93 0.230 0.075 0.33
Rear Right Corner-1 1 5.90 0.230 0.075 0.10
Rear Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Right Vertical 0 2.50 0.230 0.075 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.075 0.21
Front Left Corner-1 2 1.35 0.230 0.075 0.05
Front Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Left Horizontal 0 2.50 0.230 0.075 0.00
Corridor Front Left Vertical 1 11.66 0.230 0.075 0.20
Waiting - Joint Direction FCS 1 4.00 0.230 0.075 0.07
Joint Direction FCS 1 6.97 0.230 0.075 0.12
Joint Direction FCS -Ante 2 4.00 0.230 0.075 0.14
Joint Direction FCS -Library 1 1.62 0.115 0.075 0.01
Joint Direction FCS - Toilet 1 2.50 0.115 0.075 0.02
Asst Director -2 Nos 1 6.97 0.230 0.075 0.12
Office-1 -Joint Direction FCS 1 6.97 0.230 0.075 0.12
Stores/Records -1 2 6.97 0.230 0.075 0.24
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 4 1.35 0.230 0.075 0.09
Corridor Front Right Horizontal 0 2.50 0.230 0.075 0.00
Front Right Corner-1 2 1.35 0.230 0.075 0.05
Front Right Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Right Vertical 1 11.66 0.230 0.075 0.20
Ladies Toilet (Basin) 4 3.50 0.230 0.075 0.24
Ladies Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Ladies Toilet (WCs) 4 1.05 0.115 0.075 0.04
Gents Toilet (Basin) 4 1.05 0.230 0.075 0.07
Gents Toilet (Urinals) 4 2.97 0.230 0.075 0.20
Gents Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.05 0.115 0.075 0.02
Centre Corridor Horizontal 2 33.93 0.115 0.075 0.59
Centre Corridor Curved 2 7.20 0.115 0.075 0.12
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 1 11.66 0.230 0.075 0.20
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Rear Left Horizontal 0 2.50 0.230 0.075 0.00
Central Records-2 2 6.97 0.230 0.075 0.24
Offset Rear Lobby Both Side 4 1.35 0.230 0.075 0.09
Asst Commissioner 1 6.97 0.230 0.075 0.12
Asst Commissioner - Ante 2 4.00 0.230 0.075 0.14
Asst Commissioner - Library 2 1.62 0.115 0.075 0.03
Asst Commissioner - Toilet 1 2.50 0.230 0.075 0.04
Corridor Rear Right Horizontal 0 2.50 0.230 0.075 0.00
Rear Right Corner-1 1 1.35 0.230 0.075 0.02
Rear Right Corner-2 2 5.90 0.230 0.075 0.20
Corridor Rear Right Vertical 1 11.66 0.230 0.075 0.20
Gents Toilet - WCs 4 2.55 0.115 0.075 0.09
Ladies Toilet - WCs 4 2.55 0.115 0.075 0.09
wall Pantry Platform 2 0.75 0.115 0.075 0.01
R C C Lintel Beam
Front Left Corner-1 1 5.90 0.230 0.20 0.27
Front Left Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Left Vertical 0 2.50 0.230 0.20 0.00
Waiting - Joint Direction FCS 2 2.66 0.230 0.20 0.24
Joint Direction FCS 1 6.97 0.230 0.20 0.32
Joint Direction FCS -Ante 2 2.70 0.230 0.20 0.25
Joint Direction FCS -Library 2 1.50 0.115 0.20 0.07
Joint Direction FCS - Toilet 1 1.50 0.230 0.20 0.07
Asst Director -2 Nos 2 3.37 0.230 0.20 0.31
Office-1 -Joint Direction FCS 2 10.83 0.230 0.20 1.00
Stores/Records -1 2 3.37 0.230 0.20 0.31
Electrical room 1 1.70 0.230 0.20 0.08
Offset Front Lobby Both Side 2 3.36 0.230 0.20 0.31
Front Right Corner-1 1 5.90 0.230 0.20 0.27
Front Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Right Vertical 0 2.50 0.230 0.20 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.20 0.17
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.20 0.14
Ladies Toilet (WCs) 4 1.50 0.115 0.20 0.14
Gents Toilet (Basin) 2 2.47 0.230 0.20 0.23
Gents Toilet (Urinals) 2 1.87 0.230 0.20 0.17
Gents Toilet (Diff Abled) 2 1.80 0.115 0.20 0.08
Gents Toilet (WCs) 2 1.50 0.115 0.20 0.07
Centre Corridor Horizontal 0 33.93 0.230 0.20 0.00
Centre Corridor Curved 0 7.20 0.230 0.20 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.20 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.20 0.00
Rear Left Corner-1 1 5.90 0.230 0.20 0.27
Rear Left Corner-2 2 1.35 0.230 0.20 0.12
Central Records-2 2 25.23 0.230 0.20 2.32
Offset Rear Lobby Both Side 2 3.36 0.230 0.20 0.31
Asst Commissioner 1 6.97 0.230 0.20 0.32
Asst Commissioner - Ante 2 3.00 0.230 0.20 0.28
Asst Commissioner - Library 2 1.50 0.115 0.20 0.07
Asst Commissioner - Toilet 1 1.50 0.230 0.20 0.07
Rear Right Corner-1 1 5.90 0.230 0.20 0.27
Rear Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Rear Right Vertical 0 2.50 0.230 0.20 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.20 0.55
Front Left Corner-1 2 1.35 0.20 0.20 0.11
Front Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Front Left Horizontal 0 2.50 0.20 0.20 0.00
Waiting - Joint Direction FCS 1 4.00 0.20 0.20 0.16
Joint Direction FCS 1 6.97 0.20 0.20 0.28
Joint Direction FCS -Ante 2 4.00 0.20 0.20 0.32
Joint Direction FCS -Library 1 1.62 0.12 0.20 0.04
Joint Direction FCS - Toilet 1 2.50 0.12 0.20 0.06
Asst Director -2 Nos 1 6.97 0.20 0.20 0.28
Office-1 -Joint Direction FCS 1 6.97 0.20 0.20 0.28
Stores/Records -1 2 6.97 0.20 0.20 0.56
Lobby Front 1 6.97 0.20 0.20 0.28
Electrical room 1 1.91 0.20 0.20 0.08
Offset Front Lobby Both Side 4 1.35 0.20 0.20 0.22
Records-2 (AC ofc) 1 6.97 0.20 0.20 0.28
Corridor Front Right Horizontal 0 2.50 0.20 0.20 0.00
Front Right Corner-1 2 1.35 0.20 0.20 0.11
Front Right Corner-2 1 5.90 0.20 0.20 0.24
Ladies Toilet (Basin) 4 3.50 0.20 0.20 0.56
Ladies Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Ladies Toilet (WCs) 4 1.05 0.12 0.20 0.10
Gents Toilet (Basin) 4 1.05 0.20 0.20 0.17
Gents Toilet (Urinals) 4 2.97 0.20 0.20 0.47
Gents Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Gents Toilet (WCs) 2 1.05 0.12 0.20 0.05
Centre Corridor infront of Toilet 0 4.17 0.20 0.20 0.00
Lobby Right 1 6.97 0.20 0.20 0.28
Rear Left Corner-1 2 1.35 0.20 0.20 0.11
Rear Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Rear Left Horizontal 0 2.50 0.20 0.20 0.00
Central Records-2 2 6.97 0.20 0.20 0.56
Server/ UPS RM 1 4.44 0.20 0.20 0.18
Offset Rear Lobby Both Side 4 1.35 0.20 0.20 0.22
Asst Commissioner 1 6.97 0.20 0.20 0.28
Asst Commissioner - Ante 2 4.00 0.20 0.20 0.32
Asst Commissioner - Library 2 1.62 0.12 0.20 0.07
Asst Commissioner - Toilet 1 2.50 0.20 0.20 0.10
Corridor Rear Right Horizontal 0 2.50 0.20 0.20 0.00
Rear Right Corner-1 1 1.35 0.20 0.20 0.05
Rear Right Corner-2 2 5.90 0.20 0.20 0.47
Gents Toilet - WCs 4 2.55 0.12 0.20 0.23
Ladies Toilet - WCs 4 2.55 0.12 0.20 0.23
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam
2.10.b Vol-1, Pg -18 R C C for Chajja
Chejja as required places 2 61.62 0.60 0.100 7.39
Horizontal 0.00
Box Type - Alround Chejja
Projections for Cuboard Over Lintel
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Lintel Beam
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BM From Floor to floor
Front Left Corner-1 1 5.90 0.230 3.32 4.51
Front Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Left Horizontal 1 18.93 0.230 1.20 5.22
Corridor Front Left Vertical 0 2.50 0.230 3.32 0.00
Waiting - Joint Direction FCS 2 2.66 0.230 3.32 4.06
Joint Direction FCS 1 6.97 0.230 3.32 5.33
Joint Direction FCS -Ante 2 2.70 0.230 3.32 4.13
Joint Direction FCS -Library 2 1.50 0.115 3.32 1.15
Joint Direction FCS - Toilet 1 1.50 0.230 3.32 1.15
Asst Director -2 Nos 2 3.37 0.230 3.32 5.15
Office-1 -Joint Direction FCS 2 10.83 0.230 3.32 16.55
Stores/Records -1 2 3.37 0.230 3.32 5.15
Electrical room 1 1.70 0.230 3.32 1.30
Offset Front Lobby Both Side 2 3.36 0.230 3.32 5.14
Corridor Front Right Horizontal 1 18.93 0.230 1.20 5.22
Front Right Corner-1 1 5.90 0.230 3.32 4.51
Front Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Right Vertical 0 2.50 0.230 3.32 0.00
Ladies Toilet (Basin) 2 1.87 0.230 3.32 2.86
Ladies Toilet (Diff Abled) 2 1.50 0.230 3.32 2.29
Ladies Toilet (WCs) 4 1.50 0.115 3.32 2.29
Gents Toilet (Basin) 2 2.47 0.230 3.32 3.78
Gents Toilet (Urinals) 2 1.87 0.230 3.32 2.86
Gents Toilet (Diff Abled) 2 1.80 0.115 3.32 1.38
Gents Toilet (WCs) 2 1.50 0.115 3.32 1.15
Centre Corridor Horizontal 0 33.93 0.230 3.32 0.00
Centre Corridor Curved 0 7.20 0.230 3.32 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 0 2.50 0.230 3.32 0.00
Rear Left Corner-1 1 5.90 0.230 3.32 4.51
Rear Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Left Horizontal 1 18.93 0.230 1.20 5.22
Central Records-2 2 25.23 0.230 3.32 38.57
Offset Rear Lobby Both Side 2 3.36 0.230 3.32 5.14
Asst Commissioner 1 6.97 0.230 3.32 5.33
Asst Commissioner - Ante 2 3.00 0.230 3.32 4.59
Asst Commissioner - Library 2 1.50 0.115 3.32 1.15
Asst Commissioner - Toilet 1 1.50 0.230 3.32 1.15
Corridor Rear Right Horizontal 1 18.93 0.230 1.20 5.22
Rear Right Corner-1 1 5.90 0.230 3.32 4.51
Rear Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Right Vertical 0 2.50 0.230 3.32 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 3.32 9.18
Front Left Corner-1 2 1.35 0.230 3.32 2.06
Front Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Left Horizontal 0 2.50 0.230 3.32 0.00
Corridor Front Left Vertical 1 11.66 0.230 1.20 3.22
Waiting - Joint Direction FCS 1 4.00 0.230 3.32 3.06
Joint Direction FCS 1 6.97 0.230 3.32 5.33
Joint Direction FCS -Ante 2 4.00 0.230 3.32 6.12
Joint Direction FCS -Library 1 1.62 0.115 3.32 0.62
Joint Direction FCS - Toilet 1 2.50 0.115 3.32 0.96
Asst Director -2 Nos 1 6.97 0.230 3.32 5.33
Office-1 -Joint Direction FCS 1 6.97 0.230 3.32 5.33
Stores/Records -1 2 6.97 0.230 3.32 10.66
Electrical room 1 1.91 0.230 3.32 1.46
Offset Front Lobby Both Side 4 1.35 0.230 3.32 4.13
Corridor Front Right Horizontal 0 2.50 0.230 3.32 0.00
Front Right Corner-1 2 1.35 0.230 3.32 2.06
Front Right Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Right Vertical 1 11.66 0.230 1.20 3.22
Ladies Toilet (Basin) 4 3.50 0.230 3.32 10.70
Ladies Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Ladies Toilet (WCs) 4 1.05 0.115 3.32 1.61
Gents Toilet (Basin) 4 1.05 0.230 3.32 3.21
Gents Toilet (Urinals) 4 2.97 0.230 3.32 9.07
Gents Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Gents Toilet (WCs) 2 1.05 0.115 3.32 0.80
Centre Corridor Horizontal 2 33.93 0.115 1.20 9.36
Centre Corridor Curved 2 7.20 0.115 1.20 1.99
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 1 11.66 0.230 1.20 3.22
Rear Left Corner-1 2 1.35 0.230 3.32 2.06
Rear Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Rear Left Horizontal 0 2.50 0.230 3.32 0.00
Central Records-2 2 6.97 0.230 3.32 10.66
Offset Rear Lobby Both Side 4 1.35 0.230 3.32 4.13
Asst Commissioner 1 6.97 0.230 3.32 5.33
Asst Commissioner - Ante 2 4.00 0.230 3.32 6.12
Asst Commissioner - Library 2 1.62 0.115 3.32 1.23
Asst Commissioner - Toilet 1 2.50 0.230 3.32 1.91
Corridor Rear Right Horizontal 0 2.50 0.230 3.32 0.00
Rear Right Corner-1 1 1.35 0.230 3.32 1.03
Rear Right Corner-2 2 5.90 0.230 3.32 9.02
Corridor Rear Right Vertical 1 11.66 0.230 1.20 3.22
O2- Front & Rear Lobby 0 11.17 0.23 3.85 0.00
O3- Left & Right Lobby 0 6.97 0.23 3.85 0.00
O4- Staircase A type 0 6.97 0.23 3.85 0.00
O5- Staircase B type 0 4.89 0.23 3.85 0.00
O5- Staircase C type 0 3.36 0.23 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 0.23 3.85 0.00
O8 - Front & Rear Offset 0 3.36 0.23 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 0.23 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 0.23 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 0.23 2.50 0.00
O13 - Lobby openings 0 4.00 0.23 2.40 0.00
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Gents Toilet - WCs 4 2.55 3.85 39.27
Ladies Toilet - WCs 4 2.55 3.85 39.27
wall Pantry Platform 2 0.75 1.00 1.50
Strorage for Rooms 0 5.20 0.60 0.00
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 140 Kg/Cum 140 44.06 6168.42
Slab Beam @ 230 Kg/Cum 230 225.00 51750.00
Stair case @ 40 Kg/Cum 40 26.60 1064.00
Steel Measurement sheet attached 0.00
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
Ventilators 0.00
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
Providing & Fixing Teak Wooden Door
16 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
17 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Flush Door
18 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
19 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
20 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
21 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt X2
22 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door M S Handles x 2
23 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
24 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
25 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters
26 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
27 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
28 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
EXTRA GRILL THAN WINDOWS
Entrance at staircase B type 2 1.50 3.40 10.20
Entrance at staircase C type 1 1.50 3.40 5.10
Stair case 0 0.00 0.00 0.00
29 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 1 10.20 0.90 9.18
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
For Around OTS 2 33.93 1.20 81.43
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Stair 1-Type Well Portion 1 4.00 0.60 2.40
Stair B-Type Well Portion 2 2.00 0.60 2.40
Stair C-Type Well Portion 0 0.00 0.60 0.00
Central Curved Passage 2 7.20 0.60 8.64
Considering 25 kg /sqm 140.14
30 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 3.30 37.29
Front Left Corner-2 1 11.30 3.30 37.29
Corridor Front Left Horizontal 1 61.37 3.30 202.52
Corridor Front Left Vertical 1 28.32 3.30 93.46
Waiting - Joint Direction FCS 1 13.31 3.30 43.92
Joint Direction FCS 1 27.88 3.30 92.00
Joint Direction FCS -Ante 1 13.40 3.30 44.22
Joint Direction FCS -Library 1 6.23 3.30 20.56
Joint Direction FCS - Toilet 1 8.00 3.30 26.40
Asst Director -2 Nos 1 20.68 3.30 68.24
Office-1 -Joint Direction FCS 1 35.59 3.30 117.45
Stores/Records -1 1 20.68 3.30 68.24
Lobby Front 1 41.74 3.30 137.74
Electrical room 1 7.22 3.30 23.83
StairCase -1A 1 20.64 3.30 68.11
Offset Front Lobby Both Side 2 9.42 3.30 62.17
Stores-2 (AC ofc) 1 20.68 3.30 68.24
Records-2 (AC ofc) 1 27.88 3.30 92.00
Stores-3 (AC ofc) 1 20.68 3.30 68.24
Corridor Front Right Horizontal 1 61.37 3.30 202.52
Front Right Corner-1 1 11.30 3.30 37.29
Front Right Corner-2 1 11.30 3.30 37.29
Corridor Front Right Vertical 1 28.32 3.30 93.46
Lobby Left 1 33.34 3.30 110.02
StairCase -2B 1 18.18 3.30 59.99
Ladies Toilet (Basin) 2 10.74 3.30 70.88
Ladies Toilet (Diff Abled) 2 6.60 3.30 43.56
Ladies Toilet (WCs) 4 5.10 3.30 67.32
Gents Toilet (Basin) 2 7.04 3.30 46.46
Gents Toilet (Urinals) 2 9.67 3.30 63.82
Gents Toilet (Diff Abled) 2 6.60 3.30 43.56
Gents Toilet (WCs) 2 5.10 3.30 33.66
Centre Corridor Horizontal 2 26.97 3.30 178.03
Centre Corridor Curved 2 18.40 3.30 121.44
Centre Corridor infront of Toilet 4 12.40 3.30 163.68
Lobby Right 1 33.34 3.30 110.02
StairCase -3B 1 18.18 3.30 59.99
Corridor Rear Left Vertical 1 28.32 3.30 93.46
Rear Left Corner-1 1 11.30 3.30 37.29
Rear Left Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Central Records-2 1 64.39 3.30 212.49
Lobby Rear 1 41.74 3.30 137.74
Server/ UPS RM 1 13.08 3.30 43.16
StairCase -4C 1 16.92 3.30 55.84
Offset Rear Lobby Both Side 2 9.42 3.30 62.17
Court Hall 1 42.79 3.30 141.21
Waiting - AC -PA 1 13.94 3.30 46.00
Asst Commissioner 1 27.88 3.30 92.00
Asst Commissioner - Ante 1 14.00 3.30 46.20
Asst Commissioner - Library 1 6.23 3.30 20.56
Asst Commissioner - Toilet 1 8.00 3.30 26.40
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Rear Right Corner-1 1 11.30 3.30 37.29
Rear Right Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Vertical 1 28.32 3.30 93.46
EXTRA internal Plaster 0.00
Loft/Racks 0.00
Over Toilet 0 0.00 2.10 0.00
For Corners 0 10.00 0.90 0.00
Gents Toilet - WCs 8 2.55 0.00 0.00
Ladies Toilet - WCs 8 2.55 0.00 0.00
wall Pantry Platform 4 0.75 1.00 3.00
Strorage for Rooms 0 5.20 0.60 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 2 11.17 3.85 -86.01
O3- Left & Right Lobby 2 6.97 3.85 -53.67
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 2 4.89 3.85 -37.65
O5- Staircase C type 1 3.36 3.85 -12.94
O7 - Corridors Horizontal & Vertical 16 2.50 3.85 -154.00
O8 - Front & Rear Offset 4 3.36 3.85 -51.74
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 2 4.00 2.40 -19.20
Beam sides PLASTER
Front Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Left Corner-2 - Beam - BG2 2 1.35 0.90 2.43
Corridor Front Left Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Front Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Front Left Vertical - Beam - BG4 1 2.50 1.50 3.75
Waiting - Joint Direction FCS - Beam - BG3 2 2.66 1.20 6.37
Joint Direction FCS - Beam - BG3 2 6.97 1.20 16.73
Joint Direction FCS -Ante - Beam - BG3 2 2.70 1.20 6.48
Joint Direction FCS -Library - Beam - BG3 1 1.50 1.20 1.80
Joint Direction FCS - Toilet - Beam - BG1 0 1.50 0.76 0.00
Asst Director -2 Nos - Beam - BG2 3 3.37 0.90 9.10
Office-1 -Joint Direction FCS - Beam - BG2 2 10.83 0.90 19.49
Stores/Records -1 - Beam - BG2 2 3.37 0.90 6.07
Lobby Front - Beam - BG3 4 5.84 1.20 28.03
Lift-1 & Lift-2 - Beam - BG2 3 1.70 0.90 4.59
Electrical room - Beam - BG2 1 1.70 0.90 1.53
StairCase -1A - Beam - BG3 2 3.35 1.20 8.04
Offset Front Lobby Both Side - Beam - BG2 4 3.36 0.90 12.10
Stores-2 (AC ofc) - Beam - BG3 2 3.37 1.20 8.09
Office-2 (AC ofc) - Beam - BG2 1 14.43 0.90 12.98
Office-2 (AC ofc) - Beam - BG3 1 14.43 1.20 17.31
Records-2 (AC ofc) - Beam - BG3 1 6.97 1.20 8.36
Stores-3 (AC ofc) - Beam - BG4 1 3.37 1.50 5.06
Corridor Front Right Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Front Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Front Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Front Right Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Front Right Vertical - Beam - BG4 1 2.50 1.50 3.75
Lobby Left - Beam - BG3 1 9.70 1.20 11.64
StairCase -2B - Beam - BG4 1 4.20 1.50 6.30
Ladies Toilet (Basin) - Beam - BG3 2 3.37 1.20 8.09
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 1.20 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.76 4.56
Gents Toilet (Basin) - Beam - BG3 4 3.37 1.20 16.18
Gents Toilet (Urinals) - Beam - BG3 0 1.87 1.20 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.76 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.76 2.28
Centre Corridor Horizontal - Beam - BG3 2 11.17 1.20 26.81
Centre Corridor Curved - Beam - BG6 0 2.00 1.65 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.76 0.00
Lobby Right - Beam - BG3 1 9.70 1.20 11.64
StairCase -3B - Beam - BG3 1 4.20 1.20 5.04
Corridor Rear Left Vertical - Beam - BG4 1 2.50 1.50 3.75
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Rear Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Rear Right Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Stores -4 (CR) - Beam - BG4 1 6.97 1.50 10.46
Central Records-2 - Beam - BG2 2 18.02 0.90 32.45
Central Records-2 - Beam - BG4 2 7.20 1.50 21.60
Lobby Rear - Beam - BG5 3 5.43 1.80 29.30
Server/ UPS RM - Beam - BG2 1 2.10 0.90 1.89
StairCase -4C - Beam - BG5 2 3.36 1.80 12.10
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 1.80 12.10
Court Hall - Beam - BG3 1 14.43 1.20 17.31
Court Hall - Beam - BG2 1 14.43 0.90 12.98
Waiting - AC -PA - Beam - BG2 1 3.37 0.90 3.03
Asst Commissioner - Beam - BG4 2 6.97 1.50 20.91
Waiting - AC - Beam - BG3 1 2.36 1.20 2.83
Asst Commissioner - Ante - Beam - BG3 1 3.00 1.20 3.60
Asst Commissioner - Library - Beam - BG3 0 1.50 1.20 0.00
Asst Commissioner - Toilet - Beam - BG3 1 1.50 1.20 1.80
Corridor Rear Right Horizontal - Beam - BG2 1 14.55 0.90 13.10
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-1 - Beam - BG5 1 5.80 1.80 10.44
Rear Right Corner-2 - Beam - BG4 2 1.35 1.50 4.05
Corridor Rear Right Vertical - Beam - BG4 1 2.50 1.50 3.75
Front Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Front Left Horizontal - Beam - BG3 5 2.50 1.20 15.00
Corridor Front Left Vertical - Beam - BG4 1 4.23 1.50 6.35
Corridor Front Left Vertical - Beam - BG7 1 3.60 1.95 7.02
Waiting - Joint Direction FCS - Beam - BG3 1 3.37 1.20 4.04
Joint Direction FCS - Beam - BG4 2 6.97 1.50 20.91
Joint Direction FCS -Ante - Beam - BG3 1 4.00 1.20 4.80
Joint Direction FCS -Library - Beam - BG1 1 1.62 0.76 1.23
Joint Direction FCS - Toilet - Beam - BG1 1 2.50 0.76 1.90
Asst Director -2 Nos - Beam - BG3 2 6.97 1.20 16.73
Office-1 -Joint Direction FCS - Beam - BG3 3 6.97 1.20 25.09
Stores/Records -1 - Beam - BG3 1 6.97 1.20 8.36
Lobby Front - Beam - BG4 1 9.70 1.50 14.55
Lift-1 & Lift-2 - Beam - BG1 4 2.30 0.76 6.99
Electrical room - Beam - BG1 2 1.91 0.76 2.90
StairCase -1A - Beam - BG3 1 6.97 1.20 8.36
Offset Front Lobby Both Side - Beam - BG4 4 1.35 1.50 8.10
Stores-2 (AC ofc) - Beam - BG3 1 6.97 1.20 8.36
Office-2 (AC ofc) - Beam - BG3 5 6.97 1.20 41.82
Records-2 (AC ofc) - Beam - BG3 2 6.97 1.20 16.73
Stores-3 (AC ofc) - Beam - BG3 2 6.97 1.20 16.73
Corridor Front Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Front Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Front Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Lobby Left - Beam - BG5 2 6.97 1.80 25.09
StairCase -2B - Beam - BG3 2 4.89 1.20 11.74
Ladies Toilet (Basin) - Beam - BG3 4 4.13 1.20 19.82
Ladies Toilet (Diff Abled) - Beam - BG3 2 1.50 1.20 3.60
Ladies Toilet (WCs) - Beam - BG3 8 1.05 1.20 10.08
Gents Toilet (Basin) - Beam - BG3 4 4.13 1.20 19.82
Gents Toilet (Urinals) - Beam - BG4 2 2.97 1.50 8.90
Gents Toilet (Diff Abled) - Beam - BG3 2 1.50 1.20 3.60
Gents Toilet (WCs) - Beam - BG3 8 1.05 1.20 10.08
Centre Corridor Horizontal - Beam - BG4 2 2.32 1.50 6.95
Centre Corridor Curved - Beam - BG3 2 7.20 1.20 17.28
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 1.20 0.00
Lobby Right - Beam - BG4 2 6.97 1.50 20.91
StairCase -3B - Beam - BG3 2 4.89 1.20 11.74
Corridor Rear Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Rear Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG5 1 5.84 1.80 10.51
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Stores -4 (CR) - Beam - BG3 2 4.00 1.20 9.60
Central Records-2 - Beam - BG3 8 6.97 1.20 66.91
Lobby Rear - Beam - BG4 1 9.70 1.50 14.55
Server/ UPS RM - Beam - BG3 2 4.44 1.20 10.66
StairCase -4C - Beam - BG4 2 7.20 1.50 21.60
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
Court Hall - Beam - BG3 5 6.97 1.20 41.82
Waiting - AC -PA - Beam - BG3 1 3.60 1.20 4.32
Asst Commissioner - Beam - BG3 2 6.97 1.20 16.73
Waiting - AC - Beam - BG2 1 3.37 0.90 3.03
Asst Commissioner - Ante - Beam - BG2 0 4.00 0.90 0.00
Asst Commissioner - Library - Beam - BG3 1 1.62 1.20 1.94
Asst Commissioner - Toilet - Beam - BG3 1 2.50 1.20 3.00
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Rear Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-2 - Beam - BG5 1 5.84 1.80 10.51
Corridor Rear Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Centre circular beam - Beam - BG7 1 34.39 1.95 67.06
31 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 191 3056.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 615.03 615.03
32 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Exterior Plaster
Add two Times the Chajja Arrea 2 183.72 367.43
Staircase Head Room 0 6.00 3.00 0.00
Extra Extenral Plaster
For Architectural Beauty 30 2.50 0.30 22.50
Circular Pedastals 0 2.10 7.50 0.00
Circular Columns 30 1.89 3.60 204.12
Office-2 (AC ofc) 0 14.43 2.23 0.00
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 0 4.00 2.40 0.00
Washing Platform 0.00
for Openings 0.00
OPENINGS 0 0.00 0.00 0.00
33 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.
Plastering Groove at 150mm c/c
For 4 Corners of Building 4 27.0 9.0 972.00
For 4 Offsets besides Front & Rear Lobby 4 27.0 7.0 756.00
For Circular Columns at Exterior Corridor 32 47.0 4.0 6016.00
34 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Joint Direction FCS 1 2.66 4.00 10.62
Joint Direction FCS 1 6.97 6.97 48.58
Joint Direction FCS -Ante 1 2.70 4.00 10.80
Joint Direction FCS -Library 1 1.50 1.62 2.42
Joint Direction FCS - Toilet 1 1.50 2.50 3.75
Asst Director -2 Nos 1 3.37 6.97 23.49
Office-1 -Joint Direction FCS 1 10.83 6.97 75.45
Stores/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Stores-2 (AC ofc) 1 3.37 6.97 23.49
Records-2 (AC ofc) 1 6.97 6.97 48.58
Stores-3 (AC ofc) 1 3.37 6.97 23.49
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B -1 4.20 4.89 -20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Central Records-2 1 25.23 6.97 175.82
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C -1 3.36 5.10 -17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Court Hall 1 14.43 6.97 100.54
Waiting - AC -PA 1 3.37 3.60 12.13
Asst Commissioner 1 6.97 6.97 48.58
Waiting - AC 1 2.36 3.37 7.94
Asst Commissioner - Ante 1 3.00 4.00 12.00
Asst Commissioner - Library 1 1.50 1.62 2.42
Asst Commissioner - Toilet 1 1.50 2.50 3.75
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 90.05
Slab Beside Stair A Type (Rear to Lift) 0 3.23 5.46 0.00
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.00
Slab Projection at Landscaping Area - Left 1 61.62 0.50 30.81
Slab Projection at Landscaping Area - Right 1 61.62 0.50 30.81
Projections for Cuboard Over Lintel
Ceiling Quantity
Quantity is same as interior plaster : 5122.33 Sq m 5122.33
Ceiling Quantity 1864.93
35 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Joint Direction FCS 1 2.66 4.00 10.62
Lobby Front 1 11.17 9.70 108.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Lobby Rear 1 11.17 9.70 108.35
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Waiting - AC -PA 1 3.37 3.60 12.13
Waiting - AC 1 2.36 3.37 7.94
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Granite Skirting
Front Left Corner-1 1 11.30 0.10 1.13
Front Left Corner-2 1 11.30 0.10 1.13
Corridor Front Left Horizontal 1 61.37 0.10 6.14
Corridor Front Left Vertical 1 28.32 0.10 2.83
Waiting - Joint Direction FCS 1 13.31 0.10 1.33
Lobby Front 1 41.74 0.10 4.17
Offset Front Lobby Both Side 2 9.42 0.10 1.88
Corridor Front Right Horizontal 1 61.37 0.10 6.14
Front Right Corner-1 1 11.30 0.10 1.13
Front Right Corner-2 1 11.30 0.10 1.13
Corridor Front Right Vertical 1 28.32 0.10 2.83
Lobby Left 1 33.34 0.10 3.33
Centre Corridor Horizontal 2 26.97 0.10 5.39
Centre Corridor Curved 2 18.40 0.10 3.68
Centre Corridor infront of Toilet 4 12.40 0.10 4.96
Lobby Right 1 33.34 0.10 3.33
Corridor Rear Left Vertical 1 28.32 0.10 2.83
Rear Left Corner-1 1 11.30 0.10 1.13
Rear Left Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Lobby Rear 1 41.74 0.10 4.17
Offset Rear Lobby Both Side 2 9.42 0.10 1.88
Waiting - AC -PA 1 13.94 0.10 1.39
Waiting - AC 1 11.45 0.10 1.15
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Rear Right Corner-1 1 11.30 0.10 1.13
Rear Right Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Vertical 1 28.32 0.10 2.83
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Sill
Ventilators 0.00
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
36 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Add for skirting and nosing 20% 20.33
37 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For windows periphery
Ventilators 0 0 0.00
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
38 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
39 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
Joint Direction FCS 1 6.97 6.97 48.58
Joint Direction FCS -Ante 1 2.70 4.00 10.80
Joint Direction FCS -Library 1 1.50 1.62 2.42
Asst Director -2 Nos 1 3.37 6.97 23.49
Office-1 -Joint Direction FCS 1 10.83 6.97 75.45
Stores/Records -1 1 3.37 6.97 23.49
Electrical room 1 1.70 1.91 3.25
Stores-2 (AC ofc) 1 3.37 6.97 23.49
Records-2 (AC ofc) 1 6.97 6.97 48.58
Stores-3 (AC ofc) 1 3.37 6.97 23.49
Central Records-2 1 25.23 6.97 175.82
Server/ UPS RM 1 2.10 4.44 9.32
Court Hall 1 14.43 6.97 100.54
Asst Commissioner 1 6.97 6.97 48.58
Asst Commissioner - Ante 1 3.00 4.00 12.00
Asst Commissioner - Library 1 1.50 1.62 2.42
Add for Thresholds
Joint Direction FCS 1 27.88 0.10 2.79
Joint Direction FCS -Ante 1 13.40 0.10 1.34
Joint Direction FCS -Library 1 6.23 0.10 0.62
Asst Director -2 Nos 1 20.68 0.10 2.07
Office-1 -Joint Direction FCS 1 35.59 0.10 3.56
Stores/Records -1 1 20.68 0.10 2.07
Electrical room 1 7.22 0.10 0.72
Stores-2 (AC ofc) 1 20.68 0.10 2.07
Office-2 (AC ofc) 1 42.79 0.10 4.28
Records-2 (AC ofc) 1 27.88 0.10 2.79
Stores-3 (AC ofc) 1 20.68 0.10 2.07
Central Records-2 1 64.39 0.10 6.44
Server/ UPS RM 1 13.08 0.10 1.31
Court Hall 1 42.79 0.10 4.28
Asst Commissioner 1 27.88 0.10 2.79
Asst Commissioner - Ante 1 14.00 0.10 1.40
Asst Commissioner - Library 1 6.23 0.10 0.62
Deduction for Skirting
40 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
For Toilet Flooring
Joint Direction FCS - Toilet 1 1.50 2.50 3.75
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Asst Commissioner - Toilet 1 1.50 2.50 3.75
Add for Thresholds
41 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm
Joint Direction FCS - Toilet 1 8.00 3.50 28.00
Ladies Toilet (Basin) 2 10.74 3.50 75.18
Ladies Toilet (Diff Abled) 2 6.60 3.50 46.20
Ladies Toilet (WCs) 4 5.10 3.50 71.40
Gents Toilet (Basin) 2 7.04 3.50 49.28
Gents Toilet (Urinals) 2 9.67 3.50 67.69
Gents Toilet (Diff Abled) 2 6.60 3.50 46.20
Gents Toilet (WCs) 2 5.10 3.50 35.70
Asst Commissioner - Toilet 1 8.00 3.50 28.00
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0.00 0.00 0.00 0.00
Partition wall 0.00
Gents Toilet - WCs 0 2.55 0.00 0.00
Ladies Toilet - WCs 0 2.55 0.00 0.00
wall Pantry Platform 0 0.75 1.00 0.00
42 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity is same as interior plaster : 5122.33 Sq m 5122.33
Ceiling Quantity 1864.93
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
43 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 1413.45 150.66
44 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill
Square meter area is same as M S grill Window 301.35
Doors & Windows 0.00
45 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 301.35
46 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 61.70
Multiplying Doors qty by 2.4 148.09
Window Shutter 0.00
For Wooden Frames
47 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 242.83
48 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
Stone Partition
Washing Platform 0 0.60 0.75 0.00
49 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding
Corridor Left Vertical 2 11.66 0.90 20.99
Corridor Left Horizontal 2 27.60 0.90 49.68
Corridor Right Vertical 2 11.66 0.90 20.99
Corridor Right Horizontal 2 27.60 0.90 49.68
50 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Glass Partitions
51 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound for Toilets
Qty same as Toilet Flooring (For Toilet Portion) 1 59.42 59.42
Add 20% for Hauching 0.2 59.42 11.88
Terrace portion 1 211.77 211.77
52 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
Asst Director 1 3.37 6.97 23.49
Asst Commissioner 1 6.97 6.97 48.58
53 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
Pvc False Ceiling
Corridor Horizontal 4 28.19 2.50 281.85
Corrdor Vertical 4 11.66 2.50 116.60
Corridor Middle Hrztl 2 11.20 2.40 53.76
Corridor Middle Vrtcl 2 7.20 2.00 28.80
Corridor middle 2 4.20 2.00 16.80
Offest at both side of Lobby 4 4.00 1.35 21.60
54 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Name Board 1 4000 4000.00
55 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
56 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
57 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - Faces 12 4.50 54.00
Beams Front and Rear Lobby - Faces 4 0.90 3.60
58 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - Faces 12 4.50 54.00
Beams Front and Rear Lobby - Faces 4 0.90 3.60
59 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Joint Direction FCS 1 2.66 4.00 10.62
Joint Direction FCS 1 6.97 6.97 48.58
Joint Direction FCS -Ante 1 2.70 4.00 10.80
Joint Direction FCS -Library 1 1.50 1.62 2.42
Joint Direction FCS - Toilet 1 1.50 2.50 3.75
Asst Director -2 Nos 1 3.37 6.97 23.49
Office-1 -Joint Direction FCS 1 10.83 6.97 75.45
Stores/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Stores-2 (AC ofc) 1 3.37 6.97 23.49
Records-2 (AC ofc) 1 6.97 6.97 48.58
Stores-3 (AC ofc) 1 3.37 6.97 23.49
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Central Records-2 1 25.23 6.97 175.82
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C 1 3.36 5.10 17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Court Hall 1 14.43 6.97 100.54
Waiting - AC -PA 1 3.37 3.60 12.13
Asst Commissioner 1 6.97 6.97 48.58
Waiting - AC 1 2.36 3.37 7.94
Asst Commissioner - Ante 1 3.00 4.00 12.00
Asst Commissioner - Library 1 1.50 1.62 2.42
Asst Commissioner - Toilet 1 1.50 2.50 3.75
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
60 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
61 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
For each floor 5 5.00 Each 1392.30 6,962
Total ₹ 45,515,560 Cost Rs/sqft 2,184.30
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for First Floor Floor 2
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 124.38 6343.38 317.17 6660.55 0.00 6660.55
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 119.68 6103.68 305.18 6408.86 0.00 6408.86
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 159.56 8137.56 406.88 8544.44 0.00 8544.44
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 20.58 1049.58 52.48 1102.06 0.00 1102.06
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 1603.90 81798.90 4089.95 85888.85 0.00 85888.85 #REF!
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 40.34 2057.34 102.87 2160.21 0.00 2160.21
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 2858.99 145808.69 7290.43 153099.13 0.00 153099.13
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 1976.30 100791.30 5039.56 105830.87 0.00 105830.87
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 20.30 1035.30 51.77 1087.07 0.00 1087.07
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : m3 4115.00 82.30 4197.30 209.87 4407.17 0.00 4407.17
16 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 141.70 7226.70 361.34 7588.04 0.00 7588.04
17 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 90.64 4622.64 231.13 4853.77 0.00 4853.77
18 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 22.28 1136.28 56.81 1193.09 0.00 1193.09
19 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 215.66 10998.66 549.93 11548.59 0.00 11548.59
20 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 8.74 445.74 22.29 468.03 0.00 468.03
21 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 8.70 443.70 22.19 465.89 0.00 465.89
22 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 4.98 253.98 12.70 266.68 0.00 266.68
23 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 5.50 280.50 14.03 294.52 0.00 294.52
24 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 4.78 243.78 12.19 255.97 0.00 255.97
25 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 124.90 6369.90 318.50 6688.40 0.00 6688.40
26 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 134.68 6868.68 343.43 7212.11 0.00 7212.11
27 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 114.38 5833.38 291.67 6125.05 0.00 6125.05
28 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 3.66 186.66 9.33 195.99 0.00 195.99
29 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 11.30 576.30 28.82 605.12 0.00 605.12
30 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 5.06 258.06 12.90 270.96 0.00 270.96
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 4.80 244.80 12.24 257.04 0.00 257.04
31 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 0.76 38.76 1.94 40.70 0.00 40.70
32 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 7.64 389.64 19.48 409.12 0.00 409.12
33 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 66.00 1.32 67.32 3.37 70.69 0.00 70.69
34 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 2.00 102.00 5.10 107.10 0.00 107.10
35 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 56.96 2904.96 145.25 3050.21 0.00 3050.21
36 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 106.52 5432.52 271.63 5704.15 0.00 5704.15
37 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 6.56 334.56 16.73 351.29 0.00 351.29
38 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 6.28 320.28 16.01 336.29 0.00 336.29
39 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 22.82 1163.82 58.19 1222.01 0.00 1222.01
40 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 51.64 2633.64 131.68 2765.32 0.00 2765.32
41 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm m3 1344.00 26.88 1370.88 68.54 1439.42 0.00 1439.42
42 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 3.16 161.16 8.06 169.22 0.00 169.22
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 0.66 33.66 1.68 35.34 0.00 35.34
43 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 3.12 159.12 7.96 167.08 0.00 167.08
44 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 1.00 51.00 2.55 53.55 0.00 53.55
45 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 2.30 117.30 5.87 123.17 0.00 123.17
46 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 1.06 54.06 2.70 56.76 0.00 56.76
47 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 2.76 140.76 7.04 147.80 0.00 147.80
48 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m2 2789.00 55.78 2844.78 142.24 2987.02 0.00 2987.02
49 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 72.04 3674.04 183.70 3857.74 0.00 3857.74
50 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 60.86 3103.86 155.19 3259.05 0.00 3259.05
51 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 16.34 833.34 41.67 875.01 0.00 875.01
52 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 44.84 2286.84 114.34 2401.18 0.00 2401.18
53 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 39.56 2017.56 100.88 2118.44 0.00 2118.44
54 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.08 4.08 0.20 4.28 0.00 4.28
55 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 5.82 296.82 14.84 311.66 0.00 311.66
56 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 10.96 558.96 27.95 586.91 0.00 586.91
57 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 40.00 2040.00 102.00 2142.00 0.00 2142.00
58 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 14.50 739.50 36.98 776.48 0.00 776.48
59 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.06 3.06 0.15 3.21 0.00 3.21
60 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 36.00 1836.00 91.80 1927.80 0.00 1927.80
61 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 26.00 1326.00 66.30 1392.30 0.00 1392.30
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
First Floor Water Supply Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
FIRST FLOOR MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 6 6.00
Ladies Toilet 6 6.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 6 6.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 3 3.00
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 20 20.00
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 20 20.00
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 6 6.00
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 6 6.00
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 8 8.00
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500 0
storage capacity (1000LNos-2) 2.00 1000 2000
storage capacity (1500LNos-0) 0.00 1500 0
storage capacity (2000LNos-0) 0.00 2000 0
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 0 0 0.00
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well to OHT 2 80 160.00
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 100 100.00
connecting from Storage tank to 25mm 1 50 50.00
from Over head storage water tank to 25mm 2 60 120.00
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 100 100.00
From OHT along the wall (25mm) to 20mm dia pipe 2 80 160.00
From 25mm dia along wall to 20mm dia pipe 2 24 48.00
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Hot for inside Building 2 48 96.00
(for Cold) for inside Building 2 60 120.00
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 0 0 0.00
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 20 20.00
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 30 30.00
Total Each 30.00 235.62 7068.6
Total 516,890.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 5.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 2 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 6 6.00
Ladies Toilet 1 6 6.00
Toilets 1 3 3.00
Nos 15.00 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 2 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 2 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 16.92 862.92 43.15 906.07 0.00 906.07
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 22.34 1139.34 56.97 1196.31 0.00 1196.31
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 48.52 2474.52 123.73 2598.25 0.00 2598.25
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 20.40 1040.40 52.02 1092.42 0.00 1092.42
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 12.40 632.40 31.62 664.02 0.00 664.02
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 16.18 825.18 41.26 866.44 0.00 866.44
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 14.50 739.50 36.98 776.48 0.00 776.48
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 6.10 311.10 15.56 326.65 0.00 326.65
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 5.92 301.92 15.10 317.02 0.00 317.02
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 6.28 320.28 16.01 336.29 0.00 336.29 621 409
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 10.98 559.98 28.00 587.98 0.00 587.98 600
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 11.96 609.96 30.50 640.46 0.00 640.46 973
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 14.04 716.04 35.80 751.84 0.00 751.84 1315
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 17.10 872.10 43.61 915.71 0.00 915.71 2052
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 5.58 284.58 14.23 298.81 0.00 298.81
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 12.40 632.40 31.62 664.02 0.00 664.02
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.18 9.18 0.46 9.64 0.00 9.64
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 15.62 796.62 39.83 836.45 0.00 836.45 450
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 10.72 546.72 27.34 574.06 0.00 574.06 300
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 8.00 408.00 20.40 428.40 0.00 428.40 215
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 6.36 324.36 16.22 340.58 0.00 340.58 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 4.84 246.84 12.34 259.18 0.00 259.18 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 9.54 486.54 24.33 510.87 0.00 510.87 250
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 7.58 386.58 19.33 405.91 0.00 405.91 210
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 6.18 315.18 15.76 330.94 0.00 330.94 130
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 6.46 329.46 16.47 345.93 0.00 345.93
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 4.40 224.40 11.22 235.62 0.00 235.62
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
First Floor Sanitary Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
FIRST FLOOR MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 2 2.00
Ladies toiles 2 2.00
1 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 4 4.00
Ladies toiles 4 4.00
2 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Gents toilets 6 1.00 6.00
Ladies toiles 0 1.00 0.00
3 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
Wash Basin 5 2 10.00
Gents Toilet 4 2 8.00
Ladies Toilet 4 2 8.00
Toilets 5 2 10.00
4 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR)
Toilet 2 1 2.00
Gents Toilets 4 1 4.00
Ladies toiles 4 1 4.00
5 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
6 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 4 4.0
Gents Toilet 4 4.0
Ladies Toilet 4 4.0
7 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 2 2 4.00
Gents Toilet 2 2 4.00
Ladies Toilet 2 2 4.00
Toilets 1 5 5.00
8 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Hand wash 2 2.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
9 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
10 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
11 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium
12 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
13 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
14 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
15 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 4 20
For Sullage 5 4 20
16 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 3 2.2 1.5 9.9
Gents toilet 4 2.4 1.75 16.8
Ladies Toilet 4 2.4 1.75 16.8
17 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab 0.0
Hand wash 3 1.5 0.6 2.7
Gents toilet 4 1 0.6 2.4
Ladies Toilet 4 1.2 0.6 2.9
18 13.4 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 2 3 6.00
Gents Toilet 1 3 3.00
Ladies Toilet 1 3 3.00
Toilets 2 2 4.00
19 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:.
Hand wash 2 5 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
Total 529,387.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 2 GL #VALUE!
Gents Toilets 4 FF #VALUE!
Ladies toiles 4 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 4 4.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 3 3.0
Gents Toilet 2 2.0
Ladies Toilet 2 2.0
Total Nos 0.0 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 2
RATE ANLYSIS OF SANITARY WORKS- 2 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Finished Rate
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 97.68 4981.68 249.08 5230.76 0.00 5230.76
1 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 119.54 6096.54 304.83 6401.37 0.00 6401.37
2 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 172.84 8814.84 440.74 9255.58 0.00 9255.58
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 61.64 3143.64 157.18 3300.82 0.00 3300.82
3 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 51.22 2612.22 130.61 2742.83 0.00 2742.83
4 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 5.44 277.44 13.87 291.31 0.00 291.31
5 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 111.24 5673.24 283.66 5956.90 0.00 5956.90
6 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 24.40 1244.40 62.22 1306.62 0.00 1306.62
7 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 3.90 198.90 9.95 208.85 0.00 208.85
8 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1081.00 21.62 1102.62 55.13 1157.75 0.00 1157.75
9 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2714.00 54.28 2768.28 138.41 2906.69 0.00 2906.69
10 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 718.00 14.36 732.36 36.62 768.98 0.00 768.98
11 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium No. 2121.00 42.42 2163.42 108.17 2271.59 0.00 2271.59
12 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 839.00 16.78 855.78 42.79 898.57 0.00 898.57
13 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2835.00 56.70 2891.70 144.59 3036.29 0.00 3036.29
14 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 906.00 18.12 924.12 46.21 970.33 0.00 970.33
15 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 0.00 411.00 20.55 431.55 0.00 431.55
16 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 2.26 115.26 5.76 121.02 0.00 121.02
17 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 56.96 2904.96 145.25 3050.21 0.00 3050.21
18 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 51.62 2632.62 131.63 2764.25 0.00 2764.25
19 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:. Each 2532.00 50.64 2582.64 129.13 2711.77 0.00 2711.77
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for Second Floor (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF Second Floor
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
2.10.d Vol-1, Pg -18 R C C for Roof Beam
Front Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Front Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Front Left Horizontal - Beam - BG2 1 14.54 0.30 0.45 1.96
Corridor Front Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Front Left Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Waiting - ADC - Beam - BG4 1 2.36 0.30 0.75 0.53
ADC -Library - Beam - BG3 1 1.50 0.30 0.60 0.27
ADC - Toilet - Beam - BG3 1 1.50 0.30 0.60 0.27
Waiting - ADC -PA - Beam - BG2 2 3.37 0.30 0.45 0.91
Office-1 -ADC - Beam - BG2 2 10.83 0.30 0.45 2.92
Stores/Records -1 - Beam - BG3 2 3.37 0.30 0.60 1.21
Lobby Front - Beam - BG4 1 11.17 0.30 0.75 2.51
Lobby Front - Beam - BG5 1 11.17 0.30 0.90 3.02
Lobby Front - Beam - BG3 4 5.84 0.30 0.60 4.20
Electrical room - Beam - BG1 1 1.70 0.30 0.38 0.19
StairCase -1A - Beam - BG3 2 3.35 0.30 0.60 1.21
Offset Front Lobby Both Side - Beam - BG3 4 3.36 0.30 0.60 2.42
Court Hall - DC - Beam - BG3 1 18.02 0.30 0.60 3.24
Court Hall - DC - Beam - BG2 1 18.02 0.30 0.45 2.43
Waiting Lounge - DC - Beam - BG3 2 6.97 0.30 0.60 2.51
Corridor Front Right Horizontal - Beam - BG2 1 14.54 0.30 0.45 1.96
Corridor Front Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Front Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Front Right Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Front Right Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Lobby Left - Beam - BG4 1 9.70 0.30 0.75 2.18
StairCase -2B - Beam - BG3 1 4.20 0.30 0.60 0.76
Ladies Toilet (Basin) - Beam - BG3 2 3.37 0.30 0.60 1.21
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.30 0.38 0.68
Gents Toilet (Basin) - Beam - BG3 4 3.37 0.30 0.60 2.43
Gents Toilet (Urinals) - Beam - BG3 0 1.87 0.30 0.60 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.30 0.38 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.30 0.38 0.34
Centre Corridor Horizontal - Beam - BG3 2 11.17 0.30 0.60 4.02
Centre Corridor Curved - Beam - BG6 0 2.00 0.45 0.75 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.30 0.38 0.00
Lobby Right - Beam - BG4 1 9.70 0.30 0.75 2.18
StairCase -3B - Beam - BG3 0 4.20 0.30 0.60 0.00
Corridor Rear Left Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Rear Left Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Corridor Rear Right Horizontal - Beam - BG2 1 14.54 0.30 0.45 1.96
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Office-2 - ADC - Beam - BG3 3 6.97 0.30 0.60 3.76
Records -1 DC - Beam - BG2 2 3.37 0.30 0.45 0.91
Lobby Rear - Beam - BG5 2 11.17 0.30 0.90 6.03
Lobby Rear - Beam - BG3 1 5.85 0.30 0.60 1.05
Server/ UPS RM - Beam - BG3 1 2.10 0.30 0.60 0.38
StairCase -4C - Beam - BG3 1 3.36 0.30 0.60 0.60
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.30 0.45 0.91
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 0.30 0.90 1.81
DC Chamber - Beam - BG3 1 17.77 0.30 0.60 3.20
DC Chamber - Beam - BG2 1 6.97 0.30 0.45 0.94
DC Chamber - Beam - BG4 1 10.57 0.30 0.75 2.38
DC - Library - Beam - BG1 1 1.50 0.30 0.38 0.17
DC - Toilet - Beam - BG4 1 1.80 0.30 0.75 0.41
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Rear Right Horizontal - Beam - BG2 1 14.54 0.30 0.45 1.96
Rear Right Corner-1 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-1 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Right Corner-2 - Beam - BG4 2 1.35 0.30 0.75 0.61
Corridor Rear Right Vertical - Beam - BG3 1 2.50 0.30 0.60 0.45
Centre circular beam - Beam - BG5 1 34.39 0.30 0.90 9.28
Front Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Front Left Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Corridor Front Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Waiting - ADC - Beam - BG3 1 4.00 0.30 0.60 0.72
ADC -Library - Beam - BG1 1 1.62 0.30 0.38 0.18
ADC - Toilet - Beam - BG1 1 2.50 0.30 0.38 0.28
Waiting - ADC -PA - Beam - BG3 1 3.60 0.30 0.60 0.65
Office-1 -ADC - Beam - BG3 4 6.97 0.30 0.60 5.02
Stores/Records -1 - Beam - BG3 1 6.97 0.30 0.60 1.25
Lobby Front - Beam - BG3 1 9.70 0.30 0.60 1.75
Electrical room - Beam - BG1 2 1.91 0.30 0.38 0.44
StairCase -1A - Beam - BG3 1 6.97 0.30 0.60 1.25
Offset Front Lobby Both Side - Beam - BG4 2 1.35 0.30 0.75 0.61
Offset Front Lobby Both Side - Beam - BG3 2 1.35 0.30 0.60 0.49
Court Hall - DC - Beam - BG3 5 6.97 0.30 0.60 6.27
Waiting Lounge - DC - Beam - BG3 3 6.97 0.30 0.60 3.76
Corridor Front Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Front Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Front Right Corner-2 - Beam - BG5 1 5.84 0.30 0.90 1.58
Corridor Front Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Lobby Left - Beam - BG4 1 6.97 0.30 0.75 1.57
StairCase -2B - Beam - BG3 2 4.89 0.30 0.60 1.76
Ladies Toilet (Basin) - Beam - BG3 4 4.13 0.30 0.60 2.97
Ladies Toilet (Diff Abled) - Beam - BG3 2 1.50 0.30 0.60 0.54
Ladies Toilet (WCs) - Beam - BG3 8 1.05 0.30 0.60 1.51
Gents Toilet (Basin) - Beam - BG3 4 4.13 0.30 0.60 2.97
Gents Toilet (Urinals) - Beam - BG4 2 2.97 0.30 0.75 1.33
Gents Toilet (Diff Abled) - Beam - BG3 2 1.50 0.30 0.60 0.54
Gents Toilet (WCs) - Beam - BG3 8 1.05 0.30 0.60 1.51
Centre Corridor Horizontal - Beam - BG4 2 2.32 0.30 0.75 1.04
Centre Corridor Curved - Beam - BG3 2 7.20 0.30 0.60 2.59
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 0.30 0.60 0.00
Lobby Right - Beam - BG4 1 6.97 0.30 0.75 1.57
StairCase -3B - Beam - BG3 2 4.89 0.30 0.60 1.76
Corridor Rear Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Rear Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Left Corner-2 - Beam - BG7 1 5.84 0.45 0.90 2.37
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Office-2 - ADC - Beam - BG3 2 11.20 0.30 0.60 4.03
Office-2 - ADC - Beam - BG3 1 6.97 0.30 0.60 1.25
Records -1 DC - Beam - BG3 1 6.97 0.30 0.60 1.25
Lobby Rear - Beam - BG3 2 9.70 0.30 0.60 3.49
Server/ UPS RM - Beam - BG3 1 4.44 0.30 0.60 0.80
StairCase -4C - Beam - BG4 1 5.10 0.30 0.75 1.15
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 0.30 0.60 0.97
DC Chamber - Beam - BG3 5 6.97 0.30 0.60 6.27
DC - Library - Beam - BG3 2 1.62 0.30 0.60 0.58
DC - Toilet - Beam - BG3 2 2.50 0.30 0.60 0.90
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
Rear Right Corner-1 - Beam - BG4 2 1.35 0.30 0.75 0.61
Rear Right Corner-2 - Beam - BG2 1 4.30 0.30 0.45 0.58
Rear Right Corner-2 - Beam - BG4 1 5.84 0.30 0.75 1.31
Corridor Rear Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
2.10.d Vol-1, Pg -18 RCC For Slab
Front Left Corner-1 1 4.30 1.35 0.15 0.87
Front Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Left Horizontal 1 28.19 2.50 0.15 10.57
Corridor Front Left Vertical 1 2.50 11.66 0.15 4.37
Waiting - ADC -PA 1 3.37 3.60 0.15 1.82
Stores/Records -1 1 3.37 6.97 0.15 3.52
Electrical room 1 1.70 1.91 0.15 0.49
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36
Waiting Lounge - DC 1 6.97 6.97 0.15 7.29
Corridor Front Right Horizontal 1 28.19 2.50 0.15 10.57
Front Right Corner-1 1 4.30 1.35 0.15 0.87
Front Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Right Vertical 1 2.50 11.66 0.15 4.37
Ladies Toilet (Basin) 2 1.87 3.50 0.15 1.96
Ladies Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Ladies Toilet (WCs) 4 1.50 1.05 0.15 0.95
Gents Toilet (Basin) 2 2.47 1.05 0.15 0.78
Gents Toilet (Urinals) 2 1.87 2.97 0.15 1.66
Gents Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Gents Toilet (WCs) 2 1.50 1.05 0.15 0.47
Centre Corridor Horizontal 2 11.17 2.32 0.15 7.76
Centre Corridor Curved 2 2.00 7.20 0.15 4.32
Centre Corridor infront of Toilet 4 4.17 2.03 0.15 5.08
Corridor Rear Left Vertical 1 2.50 11.66 0.15 4.37
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Server/ UPS RM 1 2.10 4.44 0.15 1.40
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Vertical 1 2.50 11.66 0.15 4.37
Portico Right 1 5.05 9.85 0.15 7.46
Portico Front 1 13.12 12.35 0.15 24.30
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 0.15 13.51
Architectural Projection at Portico 0.5 12.00 3.00 0.15 2.70
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.15 0.00
Slab Projection at Landscaping Area - Left 1 60.50 0.50 0.15 4.54
Slab Projection at Landscaping Area - Right 1 60.50 0.50 0.15 4.54
Loft/Racks 0.00
Over Toilet 0 0.00 3.00 0.10 0.00
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Slabs
2.10.d Vol-1, Pg -18 R C C for Staircase
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 1 5.90 0.230 0.075 0.10
Front Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Left Horizontal 1 18.93 0.230 0.075 0.33
Corridor Front Left Vertical 0 2.50 0.230 0.075 0.00
Stores/Records -1 2 3.37 0.230 0.075 0.12
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Waiting Lounge - DC 1 6.97 0.230 0.075 0.12
Corridor Front Right Horizontal 1 18.93 0.230 0.075 0.33
Front Right Corner-1 1 5.90 0.230 0.075 0.10
Front Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Right Vertical 0 2.50 0.230 0.075 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.075 0.06
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.075 0.05
Ladies Toilet (WCs) 4 1.50 0.115 0.075 0.05
Gents Toilet (Basin) 2 2.47 0.230 0.075 0.09
Gents Toilet (Urinals) 2 1.87 0.230 0.075 0.06
Gents Toilet (Diff Abled) 2 1.80 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.50 0.115 0.075 0.03
Centre Corridor Horizontal 0 33.93 0.230 0.075 0.00
Centre Corridor Curved 0 7.20 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.075 0.00
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Left Horizontal 1 18.93 0.230 0.075 0.33
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Corridor Rear Right Horizontal 1 18.93 0.230 0.075 0.33
Rear Right Corner-1 1 5.90 0.230 0.075 0.10
Rear Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Right Vertical 0 2.50 0.230 0.075 0.00
Parapet wall on Portico Front 1 38.00 0.230 0.075 0.66
Parapet wall on Portico Right 1 19.80 0.230 0.075 0.34
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.075 0.21
Front Left Corner-1 2 1.35 0.230 0.075 0.05
Front Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Left Horizontal 0 2.50 0.230 0.075 0.00
Corridor Front Left Vertical 1 11.66 0.230 0.075 0.20
Stores/Records -1 1 6.97 0.230 0.075 0.12
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 4 1.35 0.230 0.075 0.09
Waiting Lounge - DC 1 6.97 0.230 0.075 0.12
Corridor Front Right Horizontal 0 2.50 0.230 0.075 0.00
Front Right Corner-1 2 1.35 0.230 0.075 0.05
Front Right Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Right Vertical 1 11.66 0.230 0.075 0.20
Ladies Toilet (Basin) 4 3.50 0.230 0.075 0.24
Ladies Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Ladies Toilet (WCs) 4 1.05 0.115 0.075 0.04
Gents Toilet (Basin) 4 1.05 0.230 0.075 0.07
Gents Toilet (Urinals) 4 2.97 0.230 0.075 0.20
Gents Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.05 0.115 0.075 0.02
Centre Corridor Horizontal 2 33.93 0.115 0.075 0.59
Centre Corridor Curved 2 7.20 0.115 0.075 0.12
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 1 11.66 0.230 0.075 0.20
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Rear Left Horizontal 0 2.50 0.230 0.075 0.00
Offset Rear Lobby Both Side 4 1.35 0.230 0.075 0.09
Corridor Rear Right Horizontal 0 2.50 0.230 0.075 0.00
Rear Right Corner-1 1 1.35 0.230 0.075 0.02
Rear Right Corner-2 2 5.90 0.230 0.075 0.20
Corridor Rear Right Vertical 1 11.66 0.230 0.075 0.20
Portico Right 2 5.05 0.230 0.075 0.17
Portico Front 1 13.12 0.230 0.075 0.23
Gents Toilet - WCs 4 2.55 0.115 0.075 0.09
Ladies Toilet - WCs 4 2.55 0.115 0.075 0.09
wall Pantry Platform 2 0.75 0.115 0.075 0.01
R C C Lintel Beam
Front Left Corner-1 1 5.90 0.230 0.20 0.27
Front Left Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Left Vertical 0 2.50 0.230 0.20 0.00
Waiting - ADC -PA 1 3.37 0.230 0.20 0.16
Stores/Records -1 2 3.37 0.230 0.20 0.31
Electrical room 1 1.70 0.230 0.20 0.08
Offset Front Lobby Both Side 2 3.36 0.230 0.20 0.31
Waiting Lounge - DC 1 6.97 0.230 0.20 0.32
Front Right Corner-1 1 5.90 0.230 0.20 0.27
Front Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Right Vertical 0 2.50 0.230 0.20 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.20 0.17
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.20 0.14
Ladies Toilet (WCs) 4 1.50 0.115 0.20 0.14
Gents Toilet (Basin) 2 2.47 0.230 0.20 0.23
Gents Toilet (Urinals) 2 1.87 0.230 0.20 0.17
Gents Toilet (Diff Abled) 2 1.80 0.115 0.20 0.08
Gents Toilet (WCs) 2 1.50 0.115 0.20 0.07
Centre Corridor Horizontal 0 33.93 0.230 0.20 0.00
Centre Corridor Curved 0 7.20 0.230 0.20 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.20 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.20 0.00
Rear Left Corner-1 1 5.90 0.230 0.20 0.27
Rear Left Corner-2 2 1.35 0.230 0.20 0.12
Offset Rear Lobby Both Side 2 3.36 0.230 0.20 0.31
Rear Right Corner-1 1 5.90 0.230 0.20 0.27
Rear Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Rear Right Vertical 0 2.50 0.230 0.20 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.20 0.55
Front Left Corner-1 2 1.35 0.20 0.20 0.11
Front Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Front Left Horizontal 0 2.50 0.20 0.20 0.00
Waiting - ADC -PA 1 3.60 0.20 0.20 0.14
Stores/Records -1 1 6.97 0.20 0.20 0.28
Lobby Front 1 6.97 0.20 0.20 0.28
Electrical room 1 1.91 0.20 0.20 0.08
Offset Front Lobby Both Side 4 1.35 0.20 0.20 0.22
Waiting Lounge - DC 1 6.97 0.20 0.20 0.28
Corridor Front Right Horizontal 0 2.50 0.20 0.20 0.00
Front Right Corner-1 2 1.35 0.20 0.20 0.11
Front Right Corner-2 1 5.90 0.20 0.20 0.24
Ladies Toilet (Basin) 4 3.50 0.20 0.20 0.56
Ladies Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Ladies Toilet (WCs) 4 1.05 0.12 0.20 0.10
Gents Toilet (Basin) 4 1.05 0.20 0.20 0.17
Gents Toilet (Urinals) 4 2.97 0.20 0.20 0.47
Gents Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Gents Toilet (WCs) 2 1.05 0.12 0.20 0.05
Centre Corridor infront of Toilet 0 4.17 0.20 0.20 0.00
Lobby Right 1 6.97 0.20 0.20 0.28
Rear Left Corner-1 2 1.35 0.20 0.20 0.11
Rear Left Corner-2 1 5.90 0.20 0.20 0.24
Corridor Rear Left Horizontal 0 2.50 0.20 0.20 0.00
Server/ UPS RM 1 4.44 0.20 0.20 0.18
Offset Rear Lobby Both Side 4 1.35 0.20 0.20 0.22
Corridor Rear Right Horizontal 0 2.50 0.20 0.20 0.00
Rear Right Corner-1 1 1.35 0.20 0.20 0.05
Rear Right Corner-2 2 5.90 0.20 0.20 0.47
Lintel For Partition Wall
Gents Toilet - WCs 4 2.55 0.115 0.20 0.23
Ladies Toilet - WCs 4 2.55 0.115 0.20 0.23
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam
2.10.b Vol-1, Pg -18 R C C for Chajja
Chejja as required places 2 61.62 0.60 0.100 7.39
Horizontal 0.00
Box Type - Alround Chejja
Cross section of Door frames 0 0.00 0.45 0.100 0.00
Projections for Cuboard Over Lintel
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Lintel Beam
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM From Floor to Floor
Front Left Corner-1 1 5.90 0.230 3.32 4.51
Front Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Left Horizontal 1 18.93 0.230 1.20 5.22
Corridor Front Left Vertical 0 2.50 0.230 3.32 0.00
Waiting - ADC -PA 1 3.37 0.230 3.32 2.58
Stores/Records -1 2 3.37 0.230 3.32 5.15
Electrical room 1 1.70 0.230 3.32 1.30
Offset Front Lobby Both Side 2 3.36 0.230 3.32 5.14
Waiting Lounge - DC 1 6.97 0.230 3.32 5.33
Corridor Front Right Horizontal 1 18.93 0.230 1.20 5.22
Front Right Corner-1 1 5.90 0.230 3.32 4.51
Front Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Right Vertical 0 2.50 0.230 3.32 0.00
Ladies Toilet (Basin) 2 1.87 0.230 3.32 2.86
Ladies Toilet (Diff Abled) 2 1.50 0.230 3.32 2.29
Ladies Toilet (WCs) 4 1.50 0.115 3.32 2.29
Gents Toilet (Basin) 2 2.47 0.230 3.32 3.78
Gents Toilet (Urinals) 2 1.87 0.230 3.32 2.86
Gents Toilet (Diff Abled) 2 1.80 0.115 3.32 1.38
Gents Toilet (WCs) 2 1.50 0.115 3.32 1.15
Centre Corridor Horizontal 0 33.93 0.230 3.32 0.00
Centre Corridor Curved 0 7.20 0.230 3.32 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 0 2.50 0.230 3.32 0.00
Rear Left Corner-1 1 5.90 0.230 3.32 4.51
Rear Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Left Horizontal 1 18.93 0.230 1.20 5.22
Offset Rear Lobby Both Side 2 3.36 0.230 3.32 5.14
Corridor Rear Right Horizontal 1 18.93 0.230 1.20 5.22
Rear Right Corner-1 1 5.90 0.230 3.32 4.51
Rear Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Right Vertical 0 2.50 0.230 3.32 0.00
Parapet wall on Portico Front 1 38.00 0.230 1.20 10.49
Parapet wall on Portico Right 1 19.80 0.230 1.20 5.46
4 Corners Architectural Wall beside Window 16 0.75 0.230 3.32 9.18
Front Left Corner-1 2 1.35 0.230 3.32 2.06
Front Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Left Horizontal 0 2.50 0.230 3.32 0.00
Corridor Front Left Vertical 1 11.66 0.230 1.20 3.22
Waiting - ADC -PA 1 3.60 0.230 3.32 2.75
Stores/Records -1 1 6.97 0.230 3.32 5.33
Electrical room 1 1.91 0.230 3.32 1.46
Offset Front Lobby Both Side 4 1.35 0.230 3.32 4.13
Waiting Lounge - DC 1 6.97 0.230 3.32 5.33
Corridor Front Right Horizontal 0 2.50 0.230 3.32 0.00
Front Right Corner-1 2 1.35 0.230 3.32 2.06
Front Right Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Right Vertical 1 11.66 0.230 1.20 3.22
Ladies Toilet (Basin) 4 3.50 0.230 3.32 10.70
Ladies Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Ladies Toilet (WCs) 4 1.05 0.115 3.32 1.61
Gents Toilet (Basin) 4 1.05 0.230 3.32 3.21
Gents Toilet (Urinals) 4 2.97 0.230 3.32 9.07
Gents Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Gents Toilet (WCs) 2 1.05 0.115 3.32 0.80
Centre Corridor Horizontal 2 33.93 0.115 1.20 9.36
Centre Corridor Curved 2 7.20 0.115 1.20 1.99
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 1 11.66 0.230 1.20 3.22
Rear Left Corner-1 2 1.35 0.230 3.32 2.06
Rear Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Rear Left Horizontal 0 2.50 0.230 3.32 0.00
Offset Rear Lobby Both Side 4 1.35 0.230 3.32 4.13
Corridor Rear Right Horizontal 0 2.50 0.230 3.32 0.00
Rear Right Corner-1 1 1.35 0.230 3.32 1.03
Rear Right Corner-2 2 5.90 0.230 3.32 9.02
Corridor Rear Right Vertical 1 11.66 0.230 1.20 3.22
Portico Right 2 5.05 0.230 1.20 2.79
Portico Front 1 13.12 0.230 1.20 3.62
O2- Front & Rear Lobby 0 11.17 0.23 3.85 0.00
O3- Left & Right Lobby 0 6.97 0.23 3.85 0.00
O4- Staircase A type 0 6.97 0.23 3.85 0.00
O5- Staircase B type 0 4.89 0.23 3.85 0.00
O5- Staircase C type 0 3.36 0.23 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 0.23 3.85 0.00
O8 - Front & Rear Offset 0 3.36 0.23 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 0.23 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 0.23 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 0.23 2.50 0.00
O13 - Lobby openings 0 4.00 0.23 2.40 0.00
Lintel+Sill Qty -42.92
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Gents Toilet - WCs 4 2.55 3.00 30.60
Ladies Toilet - WCs 4 2.55 3.00 30.60
wall Pantry Platform 2 0.75 1.00 1.50
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 140 Kg/Cum 140 42.92 6008.32
Slab Beam @ 220 Kg/Cum 220 220.90 48598.00
Stair case @ 40 Kg/Cum 40 26.60 1064.00
Steel Measurement sheet attached 0.00
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Ventilators 0.00
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
Ventilators 0.00
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
Providing & Fixing Teak Wooden Door 0.00
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Flush Door
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt X 2
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door M S Handles x 2
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
Cross section of Door frames 0 0.00 0.00 0.00
EXTRA GRILL THAN WINDOWS
Corrdior 2 3.00 3.00 18.00
Stair Case 2 1.50 3.00 9.00
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 1 10.20 0.90 9.18
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
For Around OTS 2 33.93 1.20 81.43
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Stair 1-Type Well Portion 1 4.00 0.60 2.40
Stair B-Type Well Portion 2 2.00 0.60 2.40
Stair C-Type Well Portion 0 0.00 0.60 0.00
Central Curved Passage 2 7.20 0.60 8.64
Considering 25 kg /sqm 140.14
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 3.30 37.29
Front Left Corner-2 1 11.30 3.30 37.29
Corridor Front Left Horizontal 1 61.37 3.30 202.52
Corridor Front Left Vertical 1 28.32 3.30 93.46
Waiting - ADC 1 12.71 3.30 41.94
ADC -Library 1 6.23 3.30 20.56
ADC - Toilet 1 8.00 3.30 26.40
Waiting - ADC -PA 1 13.94 3.30 46.00
Stores/Records -1 1 20.68 3.30 68.24
Lobby Front 1 41.74 3.30 137.74
Electrical room 1 7.22 3.30 23.83
StairCase -1A 1 20.64 3.30 68.11
Offset Front Lobby Both Side 2 9.42 3.30 62.17
Court Hall - DC 1 49.99 3.30 164.97
Waiting Lounge - DC 1 27.88 3.30 92.00
Corridor Front Right Horizontal 1 61.37 3.30 202.52
Front Right Corner-1 1 11.30 3.30 37.29
Front Right Corner-2 1 11.30 3.30 37.29
Corridor Front Right Vertical 1 28.32 3.30 93.46
Lobby Left 1 33.34 3.30 110.02
StairCase -2B 1 18.18 3.30 59.99
Ladies Toilet (Basin) 2 10.74 3.30 70.88
Ladies Toilet (Diff Abled) 2 6.60 3.30 43.56
Ladies Toilet (WCs) 4 5.10 3.30 67.32
Gents Toilet (Basin) 2 7.04 3.30 46.46
Gents Toilet (Urinals) 2 9.67 3.30 63.82
Gents Toilet (Diff Abled) 2 6.60 3.30 43.56
Gents Toilet (WCs) 2 5.10 3.30 33.66
Centre Corridor Horizontal 2 26.97 3.30 178.03
Centre Corridor Curved 2 18.40 3.30 121.44
Centre Corridor infront of Toilet 4 12.40 3.30 163.68
Lobby Right 1 33.34 3.30 110.02
StairCase -3B 1 18.18 3.30 59.99
Corridor Rear Left Vertical 1 28.32 3.30 93.46
Rear Left Corner-1 1 11.30 3.30 37.29
Rear Left Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Lobby Rear 1 41.74 3.30 137.74
Server/ UPS RM 1 13.08 3.30 43.16
StairCase -4C 1 16.92 3.30 55.84
Offset Rear Lobby Both Side 2 9.42 3.30 62.17
DC Chamber 1 49.48 3.30 163.28
DC - Library 1 6.23 3.30 20.56
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Rear Right Corner-1 1 11.30 3.30 37.29
Rear Right Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Vertical 1 28.32 3.30 93.46
Portico Right 1 29.80 3.30 98.34
Portico Front 1 50.94 3.30 168.10
EXTRA internal Plaster 0.00
Loft/Racks 0.00
Over Toilet 0 0.00 3.10 0.00
For Corners 0 10.00 0.90 0.00
Gents Toilet - WCs 8 2.55 3.00 61.20
Ladies Toilet - WCs 8 2.55 3.00 61.20
wall Pantry Platform 4 0.75 1.00 3.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 2 11.17 3.85 -86.01
O3- Left & Right Lobby 2 6.97 3.85 -53.67
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 2 4.89 3.85 -37.65
O5- Staircase C type 1 3.36 3.85 -12.94
O7 - Corridors Horizontal & Vertical 16 2.50 3.85 -154.00
O8 - Front & Rear Offset 4 3.36 3.85 -51.74
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 2 4.00 2.40 -19.20
Beam sides PLASTER
Front Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Front Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Front Left Horizontal - Beam - BG2 1 14.54 0.90 13.09
Corridor Front Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Front Left Vertical - Beam - BG3 1 2.50 1.20 3.00
Waiting - ADC - Beam - BG4 1 2.36 1.50 3.53
ADC -Ante - Beam - BG3 2 3.00 1.20 7.20
ADC -Library - Beam - BG3 1 1.50 1.20 1.80
ADC - Toilet - Beam - BG3 1 1.50 1.20 1.80
Waiting - ADC -PA - Beam - BG2 2 3.37 0.90 6.07
Office-1 -ADC - Beam - BG2 2 10.83 0.90 19.49
Stores/Records -1 - Beam - BG3 2 3.37 1.20 8.09
Lobby Front - Beam - BG4 1 11.17 1.50 16.76
Lobby Front - Beam - BG5 1 11.17 1.80 20.11
Lobby Front - Beam - BG3 4 5.84 1.20 28.03
Lift-1 & Lift-2 - Beam - BG3 3 1.70 1.20 6.12
Electrical room - Beam - BG1 1 1.70 0.76 1.29
StairCase -1A - Beam - BG3 2 3.35 1.20 8.04
Offset Front Lobby Both Side - Beam - BG3 4 3.36 1.20 16.13
Court Hall - DC - Beam - BG3 1 18.02 1.20 21.63
Court Hall - DC - Beam - BG2 1 18.02 0.90 16.22
Waiting Lounge - DC - Beam - BG3 2 6.97 1.20 16.73
Stores-2 - DC - Beam - BG3 1 6.97 1.20 8.36
Corridor Front Right Horizontal - Beam - BG2 1 14.54 0.90 13.09
Corridor Front Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Front Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Front Right Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Front Right Vertical - Beam - BG3 1 2.50 1.20 3.00
Lobby Left - Beam - BG4 1 9.70 1.50 14.55
StairCase -2B - Beam - BG3 1 4.20 1.20 5.04
Ladies Toilet (Basin) - Beam - BG3 2 3.37 1.20 8.09
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 1.20 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.76 4.56
Gents Toilet (Basin) - Beam - BG3 4 3.37 1.20 16.18
Gents Toilet (Urinals) - Beam - BG3 0 1.87 1.20 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.76 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.76 2.28
Centre Corridor Horizontal - Beam - BG3 2 11.17 1.20 26.81
Centre Corridor Curved - Beam - BG6 0 2.00 1.65 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.76 0.00
Lobby Right - Beam - BG4 1 9.70 1.50 14.55
StairCase -3B - Beam - BG3 0 4.20 1.20 0.00
Corridor Rear Left Vertical - Beam - BG3 1 2.50 1.20 3.00
Rear Left Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Rear Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Corridor Rear Right Horizontal - Beam - BG2 1 14.54 0.90 13.09
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Office-2 - ADC - Beam - BG3 3 6.97 1.20 25.09
Office-3 - DC - Beam - BG2 2 14.43 0.90 25.97
Records -1 DC - Beam - BG2 2 3.37 0.90 6.07
Lobby Rear - Beam - BG5 2 11.17 1.80 40.21
Lobby Rear - Beam - BG3 1 5.85 1.20 7.02
Server/ UPS RM - Beam - BG3 1 2.10 1.20 2.52
StairCase -4C - Beam - BG3 1 3.36 1.20 4.03
Offset Rear Lobby Both Side - Beam - BG2 2 3.36 0.90 6.05
Offset Rear Lobby Both Side - Beam - BG5 2 3.36 1.80 12.10
DC Chamber - Beam - BG3 1 17.77 1.20 21.32
DC Chamber - Beam - BG2 1 6.97 0.90 6.27
DC Chamber - Beam - BG4 1 10.57 1.50 15.86
DC - Library - Beam - BG1 1 1.50 0.76 1.14
DC - Ante - Beam - BG4 1 5.06 1.50 7.58
DC - Toilet - Beam - BG4 1 1.80 1.50 2.70
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Rear Right Horizontal - Beam - BG2 1 14.54 0.90 13.09
Rear Right Corner-1 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-1 - Beam - BG4 1 5.80 1.50 8.70
Rear Right Corner-2 - Beam - BG4 2 1.35 1.50 4.05
Corridor Rear Right Vertical - Beam - BG3 1 2.50 1.20 3.00
Centre circular beam - Beam - BG5 1 34.39 1.80 61.90
Front Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Front Left Horizontal - Beam - BG3 5 2.50 1.20 15.00
Corridor Front Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Waiting - ADC - Beam - BG3 1 4.00 1.20 4.80
ADC -Ante - Beam - BG3 1 4.00 1.20 4.80
ADC -Library - Beam - BG1 1 1.62 0.76 1.23
ADC - Toilet - Beam - BG1 1 2.50 0.76 1.90
Waiting - ADC -PA - Beam - BG3 1 3.60 1.20 4.32
Office-1 -ADC - Beam - BG3 4 6.97 1.20 33.46
Stores/Records -1 - Beam - BG3 1 6.97 1.20 8.36
Lobby Front - Beam - BG3 1 9.70 1.20 11.64
Lift-1 & Lift-2 - Beam - BG1 4 2.30 0.76 6.99
Electrical room - Beam - BG1 2 1.91 0.76 2.90
StairCase -1A - Beam - BG3 1 6.97 1.20 8.36
Offset Front Lobby Both Side - Beam - BG4 2 1.35 1.50 4.05
Offset Front Lobby Both Side - Beam - BG3 2 1.35 1.20 3.24
Court Hall - DC - Beam - BG3 5 6.97 1.20 41.82
Waiting Lounge - DC - Beam - BG3 3 6.97 1.20 25.09
Stores-2 - DC - Beam - BG3 2 4.00 1.20 9.60
Corridor Front Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Front Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Front Right Corner-2 - Beam - BG5 1 5.84 1.80 10.51
Corridor Front Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Lobby Left - Beam - BG4 1 6.97 1.50 10.46
StairCase -2B - Beam - BG3 2 4.89 1.20 11.74
Ladies Toilet (Basin) - Beam - BG3 4 4.13 1.20 19.82
Ladies Toilet (Diff Abled) - Beam - BG3 2 1.50 1.20 3.60
Ladies Toilet (WCs) - Beam - BG3 8 1.05 1.20 10.08
Gents Toilet (Basin) - Beam - BG3 4 4.13 1.20 19.82
Gents Toilet (Urinals) - Beam - BG4 2 2.97 1.50 8.90
Gents Toilet (Diff Abled) - Beam - BG3 2 1.50 1.20 3.60
Gents Toilet (WCs) - Beam - BG3 8 1.05 1.20 10.08
Centre Corridor Horizontal - Beam - BG4 2 2.32 1.50 6.95
Centre Corridor Curved - Beam - BG3 2 7.20 1.20 17.28
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 1.20 0.00
Lobby Right - Beam - BG4 1 6.97 1.50 10.46
StairCase -3B - Beam - BG3 2 4.89 1.20 11.74
Corridor Rear Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Rear Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Left Corner-2 - Beam - BG7 1 5.84 1.95 11.39
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Office-2 - ADC - Beam - BG3 2 11.20 1.20 26.88
Office-2 - ADC - Beam - BG3 1 6.97 1.20 8.36
Office-3 - DC - Beam - BG3 5 6.97 1.20 41.82
Records -1 DC - Beam - BG3 1 6.97 1.20 8.36
Lobby Rear - Beam - BG3 2 9.70 1.20 23.28
Server/ UPS RM - Beam - BG3 1 4.44 1.20 5.33
StairCase -4C - Beam - BG4 1 5.10 1.50 7.65
Offset Rear Lobby Both Side - Beam - BG3 4 1.35 1.20 6.48
DC Chamber - Beam - BG3 5 6.97 1.20 41.82
DC - Library - Beam - BG3 2 1.62 1.20 3.88
DC - Ante - Beam - BG2 2 4.00 0.90 7.20
DC - Toilet - Beam - BG3 2 2.50 1.20 6.00
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
Rear Right Corner-1 - Beam - BG4 2 1.35 1.50 4.05
Rear Right Corner-2 - Beam - BG2 1 4.30 0.90 3.87
Rear Right Corner-2 - Beam - BG4 1 5.84 1.50 8.76
Corridor Rear Right Vertical - Beam - BG4 1 7.83 1.50 11.75
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 185 2960.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 1529.46 1529.46
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Exterior Plaster
Add two Times the Chajja Arrea 2 180.84 361.67
Staircase Head Room 0 6.00 3.00 0.00
Extra Extenral Plaster
For Architectural Beauty 30 2.50 0.30 22.50
Circular Pedastals 0 2.10 7.50 0.00
Circular Columns 30 2.83 4.00 339.29
Parapet wall on Portico Front 1 38.00 2.70 102.60
Parapet wall on Portico Right 1 19.80 2.70 53.46
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Waiting DC 0 6.97 3.85 0.00
O13 - Lobby openings 2 4.00 2.40 -19.20
Washing Platform 0.00
for Openings 0.00
OPENINGS 0 0.00 0.00 0.00
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.
Plastering Groove at 150mm c/c
For 4 Corners of Building 4 27.0 9.0 972.00
For 4 Offsets besides Front & Rear Lobby 4 27.0 7.0 756.00
For Circular Columns at Exterior Corridor 32 47.0 4.0 6016.00
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - ADC 1 2.36 4.00 9.42
ADC -Library 1 1.50 1.62 2.42
ADC - Toilet 1 1.50 2.50 3.75
Waiting - ADC -PA 1 3.37 3.60 12.13
Stores/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Court Hall - DC 1 18.02 6.97 125.63
Waiting Lounge - DC 1 6.97 6.97 48.58
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B -1 4.20 4.89 -20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C -1 3.36 5.10 -17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
DC Chamber 1 17.77 6.97 123.86
DC - Library 1 1.50 1.62 2.42
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Portico Right 1 5.05 9.85 49.74
Portico Front 1 13.12 12.35 162.03
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 90.05
Architectural Projection at Portico 1 12.00 3.00 18.00
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.00
Slab Projection at Landscaping Area - Left 1 60.50 0.50 30.25
Slab Projection at Landscaping Area - Right 1 60.50 0.50 30.25
Loft/Racks 0 0.00 0.00 0.00
Over Toilet 0 0.00 3.00 0.00
Projections for Cuboard Over Lintel
Total Number 0 0.00 0.00 0.00
Horizontal walls 0 0.60 0.30 0.00
Vertical Walls 0 0.45 0.30 0.00
Bottom Slab 0 0.60 0.45 0.00
Drop walls 0 0.00 0.00 0.00
Corridor 0 9.01 0.90 0.00
Corridor 0 16.90 0.90 0.00
OPEN RACKS OF CADAPPAH 0 0.00 0.00 0.00
Strorage for Rooms 0 5.20 0.45 0.00
Ceiling Quantity 2122.31
Quantity is same as interior plaster : 5454.82 Sq m 5454.82
Ceiling Quantity 2122.31
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - ADC 1 2.36 4.00 9.42
Waiting - ADC -PA 1 3.37 3.60 12.13
Lobby Front 1 11.17 9.70 108.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Waiting Lounge - DC 1 6.97 6.97 48.58
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Lobby Rear 1 11.17 9.70 108.35
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Granite Skirting
Front Left Corner-1 1 11.30 0.10 1.13
Front Left Corner-2 1 11.30 0.10 1.13
Corridor Front Left Horizontal 1 61.37 0.10 6.14
Corridor Front Left Vertical 1 28.32 0.10 2.83
Waiting - ADC 1 12.71 0.10 1.27
Waiting - ADC -PA 1 13.94 0.10 1.39
Lobby Front 1 41.74 0.10 4.17
Offset Front Lobby Both Side 2 9.42 0.10 1.88
Waiting Lounge - DC 1 27.88 0.10 2.79
Corridor Front Right Horizontal 1 61.37 0.10 6.14
Front Right Corner-1 1 11.30 0.10 1.13
Front Right Corner-2 1 11.30 0.10 1.13
Corridor Front Right Vertical 1 28.32 0.10 2.83
Lobby Left 1 33.34 0.10 3.33
StairCase -2B 1 18.18 0.10 1.82
Centre Corridor Horizontal 2 26.97 0.10 5.39
Centre Corridor Curved 2 18.40 0.10 3.68
Centre Corridor infront of Toilet 4 12.40 0.10 4.96
Lobby Right 1 33.34 0.10 3.33
StairCase -3B 1 18.18 0.10 1.82
Corridor Rear Left Vertical 1 28.32 0.10 2.83
Rear Left Corner-1 1 11.30 0.10 1.13
Rear Left Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Lobby Rear 1 41.74 0.10 4.17
Offset Rear Lobby Both Side 2 9.42 0.10 1.88
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Rear Right Corner-1 1 11.30 0.10 1.13
Rear Right Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Vertical 1 28.32 0.10 2.83
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Sill
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Add for skirting and nosing 20% 20.33
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For windows periphery
Ventilators 0 0.00 0.00
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
ADC -Library 1 1.50 1.62 2.42
Stores/Records -1 1 3.37 6.97 23.49
Electrical room 1 1.70 1.91 3.25
Court Hall - DC 1 18.02 6.97 125.63
Server/ UPS RM 1 2.10 4.44 9.32
DC Chamber 1 17.77 6.97 123.86
DC - Library 1 1.50 1.62 2.42
Add for Thresholds
ADC -Library 1 6.23 0.10 0.62
Stores/Records -1 1 20.68 0.10 2.07
Electrical room 1 7.22 0.10 0.72
Court Hall - DC 1 49.99 0.10 5.00
Server/ UPS RM 1 13.08 0.10 1.31
DC Chamber 1 49.48 0.10 4.95
DC - Library 1 6.23 0.10 0.62
Deduction for Skirting
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
For Toilet Flooring
ADC - Toilet 1 1.50 2.50 3.75
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Add for Thresholds
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm
ADC - Toilet 1 8.00 3.50 28.00
Ladies Toilet (Basin) 2 10.74 3.50 75.18
Ladies Toilet (Diff Abled) 2 6.60 3.50 46.20
Ladies Toilet (WCs) 4 5.10 3.50 71.40
Gents Toilet (Basin) 2 7.04 3.50 49.28
Gents Toilet (Urinals) 2 9.67 3.50 67.69
Gents Toilet (Diff Abled) 2 6.60 3.50 46.20
Gents Toilet (WCs) 2 5.10 3.50 35.70
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0 0.00 0.00 0.00
Partition wall 0.00
Gents Toilet - WCs 0 2.55 3.00 0.00
Ladies Toilet - WCs 0 2.55 3.00 0.00
wall Pantry Platform 0 0.75 1.00 0.00
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity is same as interior plaster : 5454.82 Sq m 5454.82
Ceiling Quantity 2122.31
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. Cost Rs/sqft 2,245.13
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 1720.10
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0
Priming Coat for MS Grill
Square meter area is same as M S grill Window 303.73
Doors & Windows 0.00
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 303.73
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 47.60
Multiplying Doors qty by 2.4 114.23
Window Shutter 0.00
For Wooden Frames
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 192.18
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
Stone Partition
Washing Platform 0 0.60 0.75 0.00
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding
Corridor Left Vertical 2 11.66 0.90 20.99
Corridor Left Horizontal 2 27.60 0.90 49.68
Corridor Right Vertical 2 11.66 0.90 20.99
Corridor Right Horizontal 2 27.60 0.90 49.68
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Glass Partition
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound for Toilets in the floor
Qty same as Toilet Flooring (For Toilet Portion) 1 59.76 59.76
Add 20% for Hauching 0.2 59.76 11.95
Terrace portion 0 28.28 0.00
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
Court Hall 1 18.02 6.97 125.63
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
Pvc False Ceiling
Corridor Horizontal 4 28.19 2.50 281.85
Corrdor Vertical 4 11.66 2.50 116.60
Corridor Middle Hrztl 2 11.20 2.40 53.76
Corridor Middle Vrtcl 2 7.20 2.00 28.80
Corridor middle 2 4.20 2.00 16.80
Offest at both side of Lobby 4 4.00 1.35 21.60
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Name Board 1 4000 4000.00
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby 4 10.20 40.80
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby 4 10.20 40.80
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - ADC 1 2.36 4.00 9.42
ADC -Library 1 1.50 1.62 2.42
ADC - Toilet 1 1.50 2.50 3.75
Waiting - ADC -PA 1 3.37 3.60 12.13
Stores/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Court Hall - DC 1 18.02 6.97 125.63
Waiting Lounge - DC 1 6.97 6.97 48.58
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C 1 3.36 5.10 17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
DC Chamber 1 17.77 6.97 123.86
DC - Library 1 1.50 1.62 2.42
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Portico Right 1 5.05 9.85 49.74
Portico Front 1 13.12 12.35 162.03
61 10.26 Vol-2, Pg -73 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resistant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge.
DC Chamber U Shape - Back 1 6.97 3.00 20.91
62 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
63 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
For each floor 5 5.00 Each 1405.95 7,030
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for Second Floor Floor 3
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 186.57 6405.57 320.28 6725.85 0.00 6725.85
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 179.52 6163.52 308.18 6471.70 0.00 6471.70
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 239.34 8217.34 410.87 8628.21 0.00 8628.21
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 30.87 1059.87 52.99 1112.86 0.00 1112.86
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 2405.85 82600.85 4130.04 86730.89 0.00 86730.89 #REF!
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 60.51 2077.51 103.88 2181.39 0.00 2181.39
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 4288.49 147238.19 7361.91 154600.10 0.00 154600.10
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 2964.45 101779.45 5088.97 106868.42 0.00 106868.42
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 30.45 1045.45 52.27 1097.72 0.00 1097.72
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : m3 4115.00 123.45 4238.45 211.92 4450.37 0.00 4450.37
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 212.55 7297.55 364.88 7662.43 0.00 7662.43
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 135.96 4667.96 233.40 4901.36 0.00 4901.36
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 33.42 1147.42 57.37 1204.79 0.00 1204.79
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 323.49 11106.49 555.32 11661.81 0.00 11661.81
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 13.11 450.11 22.51 472.62 0.00 472.62
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 13.05 448.05 22.40 470.45 0.00 470.45
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 7.47 256.47 12.82 269.29 0.00 269.29
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 8.25 283.25 14.16 297.41 0.00 297.41
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 7.17 246.17 12.31 258.48 0.00 258.48
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 187.35 6432.35 321.62 6753.97 0.00 6753.97
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 202.02 6936.02 346.80 7282.82 0.00 7282.82
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 171.57 5890.57 294.53 6185.10 0.00 6185.10
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 5.49 188.49 9.42 197.91 0.00 197.91
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 16.95 581.95 29.10 611.05 0.00 611.05
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 7.59 260.59 13.03 273.62 0.00 273.62
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 7.20 247.20 12.36 259.56 0.00 259.56
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 1.14 39.14 1.96 41.10 0.00 41.10
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 11.46 393.46 19.67 413.13 0.00 413.13
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 66.00 1.98 67.98 3.40 71.38 0.00 71.38
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 3.00 103.00 5.15 108.15 0.00 108.15
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 85.44 2933.44 146.67 3080.11 0.00 3080.11
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 159.78 5485.78 274.29 5760.07 0.00 5760.07
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 9.84 337.84 16.89 354.73 0.00 354.73
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 9.42 323.42 16.17 339.59 0.00 339.59
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 34.23 1175.23 58.76 1233.99 0.00 1233.99
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 77.46 2659.46 132.97 2792.43 0.00 2792.43
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm m3 1344.00 40.32 1384.32 69.22 1453.54 0.00 1453.54
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 4.74 162.74 8.14 170.88 0.00 170.88
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 0.99 33.99 1.70 35.69 0.00 35.69
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 4.68 160.68 8.03 168.71 0.00 168.71
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 1.50 51.50 2.58 54.08 0.00 54.08
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 3.45 118.45 5.92 124.37 0.00 124.37
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 1.59 54.59 2.73 57.32 0.00 57.32
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 4.14 142.14 7.11 149.25 0.00 149.25
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m2 2789.00 83.67 2872.67 143.63 3016.30 0.00 3016.30
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 108.06 3710.06 185.50 3895.56 0.00 3895.56
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 91.29 3134.29 156.71 3291.00 0.00 3291.00
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 24.51 841.51 42.08 883.59 0.00 883.59
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 67.26 2309.26 115.46 2424.72 0.00 2424.72
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 59.34 2037.34 101.87 2139.21 0.00 2139.21
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.12 4.12 0.21 4.33 0.00 4.33
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 8.73 299.73 14.99 314.72 0.00 314.72
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 16.44 564.44 28.22 592.66 0.00 592.66
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 60.00 2060.00 103.00 2163.00 0.00 2163.00
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 21.75 746.75 37.34 784.09 0.00 784.09
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.09 3.09 0.15 3.24 0.00 3.24
61 10.26 Vol-2, Pg -73 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resistant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. m2 2025.00 60.75 2085.75 104.29 2190.04 0.00 2190.04
62 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 54.00 1854.00 92.70 1946.70 0.00 1946.70
63 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 39.00 1339.00 66.95 1405.95 0.00 1405.95
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Second Floor Water Supply Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SECOND FLOOR MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 6 6.00
Ladies Toilet 6 6.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 6 6.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 3 3.00
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 20 20.00
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 20 20.00
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 6 6.00
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 6 6.00
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 8 8.00
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500 0
storage capacity (1000LNos-2) 2.00 1000 2000
storage capacity (1500LNos-0) 0.00 1500 0
storage capacity (2000LNos-0) 0.00 2000 0
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 0 0 0.00
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well to OHT 2 80 160.00
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 100 100.00
connecting from Storage tank to 25mm 1 50 50.00
from Over head storage water tank to 25mm 2 60 120.00
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 100 100.00
From OHT along the wall (25mm) to 20mm dia pipe 2 80 160.00
From 25mm dia along wall to 20mm dia pipe 2 24 48.00
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Hot for inside Building 2 48 96.00
(for Cold) for inside Building 2 60 120.00
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 0 0 0.00
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 20 20.00
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 30 30.00
Total Each 30.00 237.93 7137.9
Total 521,958.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 5.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 2 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 6 6.00
Ladies Toilet 1 6 6.00
Toilets 1 3 3.00
Nos 15.00 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 3 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 3 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 25.38 871.38 43.57 914.95 0.00 914.95
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 33.51 1150.51 57.53 1208.04 0.00 1208.04
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 72.78 2498.78 124.94 2623.72 0.00 2623.72
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 30.60 1050.60 52.53 1103.13 0.00 1103.13
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 18.60 638.60 31.93 670.53 0.00 670.53
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 24.27 833.27 41.66 874.93 0.00 874.93
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 21.75 746.75 37.34 784.09 0.00 784.09
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 9.15 314.15 15.71 329.86 0.00 329.86
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 8.88 304.88 15.24 320.12 0.00 320.12
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 9.42 323.42 16.17 339.59 0.00 339.59 621 409
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 16.47 565.47 28.27 593.74 0.00 593.74 600
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 17.94 615.94 30.80 646.74 0.00 646.74 973
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 21.06 723.06 36.15 759.21 0.00 759.21 1315
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 25.65 880.65 44.03 924.68 0.00 924.68 2052
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 8.37 287.37 14.37 301.74 0.00 301.74
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 18.60 638.60 31.93 670.53 0.00 670.53
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.27 9.27 0.46 9.73 0.00 9.73
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 23.43 804.43 40.22 844.65 0.00 844.65 450
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 16.08 552.08 27.60 579.68 0.00 579.68 300
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 12.00 412.00 20.60 432.60 0.00 432.60 215
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 9.54 327.54 16.38 343.92 0.00 343.92 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 7.26 249.26 12.46 261.72 0.00 261.72 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 14.31 491.31 24.57 515.88 0.00 515.88 250
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 11.37 390.37 19.52 409.89 0.00 409.89 210
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 9.27 318.27 15.91 334.18 0.00 334.18 130
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 9.69 332.69 16.63 349.32 0.00 349.32
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 6.60 226.60 11.33 237.93 0.00 237.93
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Second Floor Sanitary Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SECOND FLOOR MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 2 2.00
Ladies toiles 2 2.00
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 4 4.00
Ladies toiles 4 4.00
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Gents toilets 6 1.00 6.00
Ladies toiles 0 1.00 0.00
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
Wash Basin 5 2 10.00
Gents Toilet 4 2 8.00
Ladies Toilet 4 2 8.00
Toilets 5 2 10.00
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR)
Toilet 2 1 2.00
Gents Toilets 4 1 4.00
Ladies toiles 4 1 4.00
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 4 4.0
Gents Toilet 4 4.0
Ladies Toilet 4 4.0
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 2 2 4.00
Gents Toilet 2 2 4.00
Ladies Toilet 2 2 4.00
Toilets 1 5 5.00
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Hand wash 2 2.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilets 4.00 4.00
Ladies toiles 4.00 4.00
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
Toilet 2.00 2.00
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
Toilet 2.00 2.00
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 4 20
For Sullage 5 4 20
17 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 3 2.2 1.5 9.9
Gents toilet 4 2.4 1.75 16.8
Ladies Toilet 4 2.4 1.75 16.8
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab 0.0
Hand wash 3 1.5 0.6 2.7
Gents toilet 4 1 0.6 2.4
Ladies Toilet 4 1.2 0.6 2.9
19 13.4 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 2 3 6.00
Gents Toilet 1 3 3.00
Ladies Toilet 1 3 3.00
Toilets 2 2 4.00
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:.
Hand wash 2 5 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
Total 534,407.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 2 GL #VALUE!
Gents Toilets 4 FF #VALUE!
Ladies toiles 4 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 4 4.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 3 3.0
Gents Toilet 2 2.0
Ladies Toilet 2 2.0
Total Nos 0.0 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 3
RATE ANLYSIS OF SANITARY WORKS- 3 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 146.52 5030.52 251.53 5282.05 0.00 5282.05
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 179.31 6156.31 307.82 6464.13 0.00 6464.13
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 259.26 8901.26 445.06 9346.32 0.00 9346.32
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 92.46 3174.46 158.72 3333.18 0.00 3333.18
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 76.83 2637.83 131.89 2769.72 0.00 2769.72
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 8.16 280.16 14.01 294.17 0.00 294.17
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 166.86 5728.86 286.44 6015.30 0.00 6015.30
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 36.60 1256.60 62.83 1319.43 0.00 1319.43
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 5.85 200.85 10.04 210.89 0.00 210.89
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1081.00 32.43 1113.43 55.67 1169.10 0.00 1169.10
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2714.00 81.42 2795.42 139.77 2935.19 0.00 2935.19
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 718.00 21.54 739.54 36.98 776.52 0.00 776.52
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium No. 2121.00 63.63 2184.63 109.23 2293.86 0.00 2293.86
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 839.00 25.17 864.17 43.21 907.38 0.00 907.38
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2835.00 85.05 2920.05 146.00 3066.05 0.00 3066.05
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 906.00 27.18 933.18 46.66 979.84 0.00 979.84
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 0.00 411.00 20.55 431.55 0.00 431.55
17 11.20 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 3.39 116.39 5.82 122.21 0.00 122.21
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 85.44 2933.44 146.67 3080.11 0.00 3080.11
19 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 77.43 2658.43 132.92 2791.35 0.00 2791.35
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:. Each 2532.00 75.96 2607.96 130.40 2738.36 0.00 2738.36
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for Third Floor (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF Third Floor
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor
Column - CG15 - 0.9m Dia - Dummy 4 0.64 0.90 2.29
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
1 2.10.d Vol-1, Pg -18 R C C for Roof Beam
Front Left Corner-1 - Beam - BG4 1 4.30 0.30 0.75 0.97
Front Left Corner-1 - Beam - BG5 1 5.84 0.30 0.90 1.58
Front Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner dome beam - Beam - BG4 2 2.95 0.30 0.75 1.33
Front Left Corner circular beam - Beam - BG4 1 10.71 0.30 0.75 2.41
Corridor Front Left Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Front Left Horizontal - Beam - BG2 1 14.40 0.30 0.45 1.94
Corridor Front Left Vertical - Beam - BG5 1 2.50 0.30 0.90 0.68
Waiting - Asst Reginal Commissioner - Beam - BG3 1 2.66 0.30 0.60 0.48
Asst Reginal Commissioner - Beam - BG3 1 6.97 0.30 0.60 1.25
Asst Reginal Commissioner - Beam - BG4 1 6.97 0.30 0.75 1.57
Asst Reginal Commissioner -Ante - Beam - BG3 1 2.70 0.30 0.60 0.49
Asst Reginal Commissioner -Library - Beam - BG3 1 1.50 0.30 0.60 0.27
Asst Reginal Commissioner - Toilet - Beam - BG1 0 1.50 0.30 0.38 0.00
Waiting - ARC -PA - Beam - BG2 1 3.37 0.30 0.45 0.45
Tahashildar -3 Nos - Beam - BG2 2 3.37 0.30 0.45 0.91
Office-1 - ARC - Beam - BG2 2 7.23 0.30 0.45 1.95
Store/Records -1 - Beam - BG4 2 3.37 0.30 0.75 1.52
Lobby Front - Beam - BG4 1 11.17 0.30 0.75 2.51
Lobby Front - Beam - BG7 1 11.17 0.45 0.90 4.52
Lobby Front - Beam - BG4 2 5.77 0.30 0.75 2.60
Lobby Front large dome - Beam - BG4 1 29.94 0.30 0.75 6.74
Electrical room - Beam - BG4 1 1.70 0.30 0.75 0.38
StairCase -1A - Beam - BG4 1 3.35 0.30 0.75 0.75
Offset Front Lobby Both Side - Beam - BG4 2 3.36 0.30 0.75 1.51
Front Lobby dome beams - Beam - BG4 2 3.36 0.30 0.75 1.51
Front Lobby cicular beams - Beam - BG4 2 7.79 0.30 0.75 3.51
Stores-2 (RC ofc) - Beam - BG7 1 3.37 0.45 0.90 1.36
Stores-2 (RC ofc) - Beam - BG4 1 3.37 0.30 0.75 0.76
Office-2 (RC ofc) - Beam - BG2 2 14.43 0.30 0.45 3.89
Waiting Lounge (RC Ofc) - Beam - BG4 1 6.97 0.30 0.75 1.57
Records-3 (RC ofc) - Beam - BG3 1 6.97 0.30 0.60 1.25
Corridor Front Right Horizontal - Beam - BG2 1 14.40 0.30 0.45 1.94
Corridor Front Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Front Right Corner-1 - Beam - BG4 1 4.30 0.30 0.75 0.97
Front Right Corner-1 - Beam - BG7 1 5.80 0.45 0.90 2.35
Front Right Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner dome beam - Beam - BG4 2 2.95 0.30 0.75 1.33
Front Right Corner circular beam - Beam - BG4 1 10.71 0.30 0.75 2.41
Corridor Front Right Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Lobby Left - Beam - BG3 1 9.70 0.30 0.60 1.75
StairCase -2B - Beam - BG3 2 4.20 0.30 0.60 1.51
Ladies Toilet (Basin) - Beam - BG3 2 3.37 0.30 0.60 1.21
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 0.30 0.60 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.30 0.38 0.68
Gents Toilet (Basin) - Beam - BG3 4 3.37 0.30 0.60 2.43
Gents Toilet (Urinals) - Beam - BG3 0 1.87 0.30 0.60 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.30 0.38 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.30 0.38 0.34
Centre Corridor Horizontal - Beam - BG3 2 11.17 0.30 0.60 4.02
Centre Corridor Curved - Beam - BG6 0 2.00 0.45 0.75 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.30 0.38 0.00
Lobby Right - Beam - BG3 1 9.70 0.30 0.60 1.75
StairCase -3B - Beam - BG3 2 4.20 0.30 0.60 1.51
Corridor Rear Left Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Rear Left Corner-1 - Beam - BG4 1 4.30 0.30 0.75 0.97
Rear Left Corner-1 - Beam - BG7 1 5.80 0.45 0.90 2.35
Rear Left Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner dome beams - Beam - BG4 2 2.95 0.30 0.75 1.33
Rear Left Cornercircular beam - Beam - BG4 1 10.71 0.30 0.75 2.41
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Rear Right Horizontal - Beam - BG2 1 14.40 0.30 0.45 1.94
KSWAN/Control Room - Beam - BG4 1 6.97 0.30 0.75 1.57
KSWAN/Control Room - Beam - BG3 1 6.97 0.30 0.60 1.25
Video Conference Hall - Beam - BG2 2 14.43 0.30 0.45 3.89
Store/Records -4 - Beam - BG2 1 3.37 0.30 0.45 0.45
Store/Records -4 - Beam - BG4 1 3.37 0.30 0.75 0.76
Lobby Rear - Beam - BG4 2 11.17 0.30 0.75 5.03
Lobby Rear - Beam - BG3 1 5.50 0.30 0.60 0.99
Server/ UPS RM - Beam - BG1 2 2.10 0.30 0.38 0.48
StairCase -4C - Beam - BG2 1 3.36 0.30 0.45 0.45
Offset Rear Lobby Both Side - Beam - BG4 2 3.36 0.30 0.75 1.51
Rear Lobby dome beams - Beam - BG4 2 3.36 0.30 0.75 1.51
Rear Lobby cicular beams - Beam - BG4 2 7.79 0.30 0.75 3.51
Court Hall - Beam - BG2 2 10.83 0.30 0.45 2.92
Waiting - RC -PA - Beam - BG2 1 3.37 0.30 0.45 0.45
Regional Commissioner - Beam - BG4 1 10.57 0.30 0.75 2.38
Regional Commissioner - Beam - BG3 1 10.57 0.30 0.60 1.90
Waiting - RC - Beam - BG3 1 2.36 0.30 0.60 0.42
Regional Commissioner - Ante - Beam - BG3 1 3.00 0.30 0.60 0.54
Regional Commissioner - Library - Beam - BG2 0 1.50 0.30 0.45 0.00
Regional Commissioner - Toilet - Beam - BG3 1 1.50 0.30 0.60 0.27
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 0.30 0.75 0.81
Corridor Rear Right Horizontal - Beam - BG2 1 14.40 0.30 0.45 1.94
Rear Right Corner-1 - Beam - BG4 1 4.30 0.30 0.75 0.97
Rear Right Corner-1 - Beam - BG7 1 5.80 0.45 0.90 2.35
Rear Right Corner-2 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear RightCorner dome beams - Beam - BG4 2 2.95 0.30 0.75 1.33
Rear Right Cornercircular beam - Beam - BG4 1 10.71 0.30 0.75 2.41
Corridor Rear Right Vertical - Beam - BG4 1 2.50 0.30 0.75 0.56
Front Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Left Corner-2 - Beam - BG1 1 4.30 0.30 0.38 0.49
Front Left Corner-2 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Left Corner dome beams - Beam - BG5 2 3.85 0.30 0.90 2.08
Corridor Front Left Horizontal - Beam - BG3 4 2.50 0.30 0.60 1.80
Corridor Front Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Waiting - Asst Reginal Commissioner - Beam - BG2 1 4.00 0.30 0.45 0.54
Asst Reginal Commissioner - Beam - BG3 1 6.97 0.30 0.60 1.25
Asst Reginal Commissioner -Ante - Beam - BG2 0 4.00 0.30 0.45 0.00
Asst Reginal Commissioner -Library - Beam - BG2 1 1.62 0.30 0.45 0.22
Asst Reginal Commissioner - Toilet - Beam - BG2 1 2.50 0.30 0.45 0.34
Waiting - ARC -PA - Beam - BG3 1 3.60 0.30 0.60 0.65
Tahashildar -3 Nos - Beam - BG3 1 6.97 0.30 0.60 1.25
Office-1 - ARC - Beam - BG3 3 6.97 0.30 0.60 3.76
Store/Records -1 - Beam - BG3 1 6.97 0.30 0.60 1.25
Lobby Front - Beam - BG4 3 9.70 0.30 0.75 6.55
Electrical room - Beam - BG4 2 1.91 0.30 0.75 0.86
StairCase -1A - Beam - BG4 1 6.97 0.30 0.75 1.57
Offset Front Lobby Both Side - Beam - BG4 4 1.35 0.30 0.75 1.22
Offset Front dome beams Both Side - Beam - BG4 4 3.85 0.30 0.75 3.47
Stores-2 (RC ofc) - Beam - BG4 1 6.97 0.30 0.75 1.57
Office-2 (RC ofc) - Beam - BG3 4 6.97 0.30 0.60 5.02
Waiting Lounge (RC Ofc) - Beam - BG3 2 6.97 0.30 0.60 2.51
Records-3 (RC ofc) - Beam - BG2 2 4.00 0.30 0.45 1.08
Corridor Front Right Horizontal - Beam - BG3 3 2.50 0.30 0.60 1.35
Front Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Front Right Corner-2 - Beam - BG1 1 4.30 0.30 0.38 0.49
Front Right Corner-2 - Beam - BG5 1 5.80 0.30 0.90 1.57
Front Right Corner dome beams - Beam - BG5 2 3.85 0.30 0.90 2.08
Corridor Front Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Lobby Left - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -2B - Beam - BG3 2 4.89 0.30 0.60 1.76
Ladies Toilet (Basin) - Beam - BG3 2 4.13 0.30 0.60 1.49
Ladies Toilet (Diff Abled) - Beam - BG4 4 4.13 0.30 0.75 3.72
Ladies Toilet (WCs) - Beam - BG3 0 1.05 0.30 0.60 0.00
Gents Toilet (Basin) - Beam - BG4 2 2.55 0.30 0.75 1.15
Gents Toilet (Urinals) - Beam - BG1 4 4.13 0.30 0.38 1.88
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 0.30 0.60 0.00
Gents Toilet (WCs) - Beam - BG3 0 1.05 0.30 0.60 0.00
Centre Corridor Horizontal - Beam - BG4 0 2.32 0.30 0.75 0.00
Centre Corridor Curved - Beam - BG3 2 7.20 0.30 0.60 2.59
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 0.30 0.60 0.00
Lobby Right - Beam - BG4 2 6.97 0.30 0.75 3.14
StairCase -3B - Beam - BG3 2 4.89 0.30 0.60 1.76
Corridor Rear Left Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Rear Left Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Left Corner-2 - Beam - BG1 1 4.30 0.30 0.38 0.49
Rear Left Corner-2 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Left Corner dome beams - Beam - BG4 2 3.85 0.30 0.75 1.73
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 0.30 0.60 2.25
KSWAN/Control Room - Beam - BG3 3 7.20 0.30 0.60 3.89
KSWAN/Control Room - Beam - BG2 2 3.90 0.30 0.45 1.05
Video Conference Hall - Beam - BG3 5 6.97 0.30 0.60 6.27
Store/Records -4 - Beam - BG3 2 6.97 0.30 0.60 2.51
Lobby Rear - Beam - BG4 2 9.70 0.30 0.75 4.37
Server/ UPS RM - Beam - BG4 1 4.44 0.30 0.75 1.00
StairCase -4C - Beam - BG3 1 5.10 0.30 0.60 0.92
Offset Rear Lobby Both Side - Beam - BG4 4 1.35 0.30 0.75 1.22
Offset Rear dome beams Both Side - Beam - BG4 4 3.85 0.30 0.75 3.47
Court Hall - Beam - BG3 4 6.97 0.30 0.60 5.02
Waiting - RC -PA - Beam - BG3 1 3.60 0.30 0.60 0.65
Regional Commissioner - Beam - BG3 3 6.97 0.30 0.60 3.76
Waiting - RC - Beam - BG4 1 3.37 0.30 0.75 0.76
Regional Commissioner - Ante - Beam - BG2 0 4.00 0.30 0.45 0.00
Regional Commissioner - Library - Beam - BG2 1 1.62 0.30 0.45 0.22
Regional Commissioner - Toilet - Beam - BG2 1 2.50 0.30 0.45 0.34
Corridor Rear Right Horizontal - Beam - BG3 3 2.50 0.30 0.60 1.35
Rear Right Corner-1 - Beam - BG1 2 1.35 0.30 0.38 0.31
Rear Right Corner-2 - Beam - BG1 1 4.30 0.30 0.38 0.49
Rear Right Corner-2 - Beam - BG4 1 5.80 0.30 0.75 1.31
Rear Right Corner DOME BEAMS - Beam - BG4 2 3.85 0.30 0.75 1.73
Corridor Rear Right Vertical - Beam - BG4 1 7.83 0.30 0.75 1.76
Centre circular beam - Beam - BG4 1 34.39 0.30 0.75 7.74
Centre circular beam - Beam - BG3 1 34.39 0.30 0.60 6.19
- 0 0.00 0.00 0.00 0.00 Library & Reading room 1 13.23 6.5
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Drying Area 1 7.73 5.5
Shuttering, Centering & Scaffolding for Beams Toilet 1 7.27 5.5
Concrete Cost WCs 6 1.05 1.5
2.10.d Vol-1, Pg -18 RCC For Slab Baths 6 1.5 1.3
Front Left Corner-1 1 4.30 1.35 0.15 0.87 Duct-1 1 1.2 1.2
Front Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Left Horizontal 1 28.19 2.50 0.15 10.57 Room-7 1 5.5 6.77
Corridor Front Left Vertical 1 2.50 11.66 0.15 4.37 Right Corridor 1 14.23 2
Waiting - Asst Reginal Commissioner 1 2.66 4.00 0.15 1.59 Left Corridor 1 14.23 2
Asst Reginal Commissioner 1 6.97 6.97 0.15 7.29 Stair Case Room 0 3.6 6
Asst Reginal Commissioner -Ante 1 2.70 4.00 0.15 1.62 Lobby infront of Stair Case 1 3.78 3.6
Asst Reginal Commissioner -Library 1 1.50 1.62 0.15 0.36 Electrical Room 1 1.5 1.14
Asst Reginal Commissioner - Toilet 1 1.50 2.50 0.15 0.56 Duct-2 1 1.3 1.14
Waiting - ARC -PA 1 3.37 3.60 0.15 1.82
Tahashildar -3 Nos 1 3.37 6.97 0.15 3.52
Store/Records -1 1 3.37 6.97 0.15 3.52
Electrical room 1 1.70 1.91 0.15 0.49
Offset Front Lobby Both Side 2 3.36 1.35 0.15 1.36
Waiting Lounge (RC Ofc) 1 6.97 6.97 0.15 7.29
Records-3 (RC ofc) 1 6.97 4.00 0.15 4.18
Corridor Front Right Horizontal 1 28.19 2.50 0.15 10.57
Front Right Corner-1 1 4.30 1.35 0.15 0.87
Front Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Front Right Vertical 1 2.50 11.66 0.15 4.37
Ladies Toilet (Basin) 2 1.87 3.50 0.15 1.96
Ladies Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Ladies Toilet (WCs) 4 1.50 1.05 0.15 0.95
Gents Toilet (Basin) 2 2.47 1.05 0.15 0.78
Gents Toilet (Urinals) 2 1.87 2.97 0.15 1.66
Gents Toilet (Diff Abled) 2 1.80 1.50 0.15 0.81
Gents Toilet (WCs) 2 1.50 1.05 0.15 0.47
Centre Corridor Horizontal 2 11.17 2.32 0.15 7.76
Centre Corridor Curved 2 2.00 7.20 0.15 4.32
Centre Corridor infront of Toilet 4 4.17 2.03 0.15 5.08
Corridor Rear Left Vertical 1 2.50 11.66 0.15 4.37
Rear Left Corner-1 1 4.30 1.35 0.15 0.87
Rear Left Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
KSWAN/Control Room 1 6.97 11.20 0.15 11.71
Video Conference Hall 1 14.43 6.97 0.15 15.08
Store/Records -4 1 3.37 6.97 0.15 3.52
Server/ UPS RM 1 2.10 4.44 0.15 1.40
Offset Rear Lobby Both Side 2 3.36 1.35 0.15 1.36
Regional Commissioner 1 10.57 6.97 0.15 11.05
Regional Commissioner - Ante 1 3.00 4.00 0.15 1.80
Regional Commissioner - Library 1 1.50 1.62 0.15 0.36
Regional Commissioner - Toilet 1 1.50 2.50 0.15 0.56
Corridor Rear Right Horizontal 1 28.19 2.50 0.15 10.57
Rear Right Corner-1 1 4.30 1.35 0.15 0.87
Rear Right Corner-2 1 1.35 4.30 0.15 0.87
Corridor Rear Right Vertical 1 2.50 11.66 0.15 4.37
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 0.15 13.51
Slab Projection at Outer Slab 1 218.90 0.60 0.15 19.70
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.15 0.00
Slab Projection at Landscaping Area - Left 1 62.22 0.50 0.15 4.67
Slab Projection at Landscaping Area - Right 1 62.22 0.50 0.15 4.67
2 Balcony Projections for all 4 Corners 8 3.00 0.60 0.15 2.16
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Slabs
1 2.10.d Vol-1, Pg -18 R C C for Staircase
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front Left Corner-1 1 5.90 0.230 0.075 0.10
Front Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Left Horizontal 1 18.93 0.230 0.075 0.33
Corridor Front Left Vertical 0 2.50 0.230 0.075 0.00
Waiting - Asst Reginal Commissioner 2 2.66 0.230 0.075 0.09
Asst Reginal Commissioner 1 6.97 0.230 0.075 0.12
Asst Reginal Commissioner -Ante 2 2.70 0.230 0.075 0.09
Asst Reginal Commissioner -Library 2 1.50 0.115 0.075 0.03
Asst Reginal Commissioner - Toilet 1 1.50 0.230 0.075 0.03
Tahashildar -3 Nos 2 3.37 0.230 0.075 0.12
Store/Records -1 2 3.37 0.230 0.075 0.12
Electrical room 1 1.70 0.230 0.075 0.03
Offset Front Lobby Both Side 2 3.36 0.230 0.075 0.12
Waiting Lounge (RC Ofc) 1 6.97 0.230 0.075 0.12
Corridor Front Right Horizontal 1 18.93 0.230 0.075 0.33
Front Right Corner-1 1 5.90 0.230 0.075 0.10
Front Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Front Right Vertical 0 2.50 0.230 0.075 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.075 0.06
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.075 0.05
Ladies Toilet (WCs) 4 1.50 0.115 0.075 0.05
Gents Toilet (Basin) 2 2.47 0.230 0.075 0.09
Gents Toilet (Urinals) 2 1.87 0.230 0.075 0.06
Gents Toilet (Diff Abled) 2 1.80 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.50 0.115 0.075 0.03
Centre Corridor Horizontal 0 33.93 0.230 0.075 0.00
Centre Corridor Curved 0 7.20 0.230 0.075 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.075 0.00
Rear Left Corner-1 1 5.90 0.230 0.075 0.10
Rear Left Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Left Horizontal 1 18.93 0.230 0.075 0.33
KSWAN/Control Room 2 6.97 0.230 0.075 0.24
Video Conference Hall 2 14.43 0.230 0.075 0.50
Store/Records -4 2 3.37 0.230 0.075 0.12
Offset Rear Lobby Both Side 2 3.36 0.230 0.075 0.12
Regional Commissioner 2 10.57 0.230 0.075 0.36
Regional Commissioner - Ante 2 3.00 0.115 0.075 0.05
Regional Commissioner - Library 1 1.50 0.230 0.075 0.03
Regional Commissioner - Toilet 1 1.50 0.230 0.075 0.03
Corridor Rear Right Horizontal 1 18.93 0.230 0.075 0.33
Rear Right Corner-1 1 5.90 0.230 0.075 0.10
Rear Right Corner-2 2 1.35 0.230 0.075 0.05
Corridor Rear Right Vertical 0 2.50 0.230 0.075 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.075 0.21
Front Left Corner-1 2 1.35 0.230 0.075 0.05
Front Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Left Horizontal 0 2.50 0.230 0.075 0.00
Corridor Front Left Vertical 1 11.66 0.230 0.075 0.20
Waiting - Asst Reginal Commissioner 1 4.00 0.230 0.075 0.07
Asst Reginal Commissioner 1 6.97 0.230 0.075 0.12
Asst Reginal Commissioner -Ante 1 4.00 0.230 0.075 0.07
Asst Reginal Commissioner -Library 1 1.62 0.230 0.075 0.03
Asst Reginal Commissioner - Toilet 1 2.50 0.230 0.075 0.04
Tahashildar -3 Nos 1 6.97 0.230 0.075 0.12
Store/Records -1 1 6.97 0.230 0.075 0.12
Electrical room 1 1.91 0.230 0.075 0.03
Offset Front Lobby Both Side 4 1.35 0.230 0.075 0.09
Waiting Lounge (RC Ofc) 1 6.97 0.230 0.075 0.12
Corridor Front Right Horizontal 0 2.50 0.230 0.075 0.00
Front Right Corner-1 2 1.35 0.230 0.075 0.05
Front Right Corner-2 1 5.90 0.230 0.075 0.10
Corridor Front Right Vertical 1 11.66 0.230 0.075 0.20
Ladies Toilet (Basin) 4 3.50 0.230 0.075 0.24
Ladies Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Ladies Toilet (WCs) 4 1.05 0.115 0.075 0.04
Gents Toilet (Basin) 4 1.05 0.230 0.075 0.07
Gents Toilet (Urinals) 4 2.97 0.230 0.075 0.20
Gents Toilet (Diff Abled) 2 1.50 0.115 0.075 0.03
Gents Toilet (WCs) 2 1.05 0.115 0.075 0.02
Centre Corridor Horizontal 2 33.93 0.115 0.075 0.59
Centre Corridor Curved 2 7.20 0.115 0.075 0.12
Centre Corridor infront of Toilet 0 4.17 0.230 0.075 0.00
Corridor Rear Left Vertical 1 11.66 0.230 0.075 0.20
Rear Left Corner-1 2 1.35 0.230 0.075 0.05
Rear Left Corner-2 1 5.90 0.230 0.075 0.10
Corridor Rear Left Horizontal 0 2.50 0.230 0.075 0.00
KSWAN/Control Room 1 11.20 0.230 0.075 0.19
Video Conference Hall 1 6.97 0.230 0.075 0.12
Store/Records -4 1 6.97 0.230 0.075 0.12
Offset Rear Lobby Both Side 4 1.35 0.230 0.075 0.09
Regional Commissioner 1 6.97 0.230 0.075 0.12
Regional Commissioner - Ante 1 4.00 0.230 0.075 0.07
Regional Commissioner - Library 1 1.62 0.230 0.075 0.03
Regional Commissioner - Toilet 1 2.50 0.230 0.075 0.04
Corridor Rear Right Horizontal 0 2.50 0.230 0.075 0.00
Rear Right Corner-1 1 1.35 0.230 0.075 0.02
Rear Right Corner-2 2 5.90 0.230 0.075 0.20
Corridor Rear Right Vertical 1 11.66 0.230 0.075 0.20
Gents Toilet - WCs 4 2.55 0.115 0.075 0.09
Ladies Toilet - WCs 4 2.55 0.115 0.075 0.09
wall Pantry Platform 2 0.75 0.115 0.075 0.01
R C C Lintel Beam
Front Left Corner-1 1 5.90 0.230 0.20 0.27
Front Left Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Left Vertical 0 2.50 0.230 0.20 0.00
Waiting - Asst Reginal Commissioner 2 2.66 0.230 0.20 0.24
Asst Reginal Commissioner 1 6.97 0.230 0.20 0.32
Asst Reginal Commissioner -Ante 2 2.70 0.230 0.20 0.25
Asst Reginal Commissioner -Library 2 1.50 0.115 0.20 0.07
Asst Reginal Commissioner - Toilet 1 1.50 0.230 0.20 0.07
Waiting - ARC -PA 1 3.37 0.230 0.20 0.16
Tahashildar -3 Nos 2 3.37 0.230 0.20 0.31
Store/Records -1 2 3.37 0.230 0.20 0.31
Electrical room 1 1.70 0.230 0.20 0.08
Offset Front Lobby Both Side 2 3.36 0.230 0.20 0.31
Waiting Lounge (RC Ofc) 1 6.97 0.230 0.20 0.32
Front Right Corner-1 1 5.90 0.230 0.20 0.27
Front Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Front Right Vertical 0 2.50 0.230 0.20 0.00
Ladies Toilet (Basin) 2 1.87 0.230 0.20 0.17
Ladies Toilet (Diff Abled) 2 1.50 0.230 0.20 0.14
Ladies Toilet (WCs) 4 1.50 0.115 0.20 0.14
Gents Toilet (Basin) 2 2.47 0.230 0.20 0.23
Gents Toilet (Urinals) 2 1.87 0.230 0.20 0.17
Gents Toilet (Diff Abled) 2 1.80 0.115 0.20 0.08
Gents Toilet (WCs) 2 1.50 0.115 0.20 0.07
Centre Corridor Horizontal 0 33.93 0.230 0.20 0.00
Centre Corridor Curved 0 7.20 0.230 0.20 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 0.20 0.00
Corridor Rear Left Vertical 0 2.50 0.230 0.20 0.00
Rear Left Corner-1 1 5.90 0.230 0.20 0.27
Rear Left Corner-2 2 1.35 0.230 0.20 0.12
KSWAN/Control Room 2 6.97 0.230 0.20 0.64
Video Conference Hall 2 14.43 0.230 0.20 1.33
Store/Records -4 2 3.37 0.230 0.20 0.31
Offset Rear Lobby Both Side 2 3.36 0.230 0.20 0.31
Regional Commissioner 2 10.57 0.230 0.20 0.97
Regional Commissioner - Ante 2 3.00 0.115 0.20 0.14
Regional Commissioner - Library 1 1.50 0.230 0.20 0.07
Regional Commissioner - Toilet 1 1.50 0.230 0.20 0.07
Rear Right Corner-1 1 5.90 0.230 0.20 0.27
Rear Right Corner-2 2 1.35 0.230 0.20 0.12
Corridor Rear Right Vertical 0 2.50 0.230 0.20 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 0.20 0.55
Front Left Corner-1 2 1.35 0.23 0.20 0.12
Front Left Corner-2 1 5.90 0.23 0.20 0.27
Corridor Front Left Horizontal 0 2.50 0.23 0.20 0.00
Waiting - Asst Reginal Commissioner 1 4.00 0.23 0.20 0.18
Asst Reginal Commissioner 1 6.97 0.23 0.20 0.32
Asst Reginal Commissioner -Ante 1 4.00 0.23 0.20 0.18
Asst Reginal Commissioner -Library 1 1.62 0.23 0.20 0.07
Asst Reginal Commissioner - Toilet 1 2.50 0.23 0.20 0.12
Waiting - ARC -PA 1 3.60 0.23 0.20 0.17
Tahashildar -3 Nos 1 6.97 0.23 0.20 0.32
Store/Records -1 1 6.97 0.23 0.20 0.32
Lobby Front 1 6.97 0.23 0.20 0.32
Electrical room 1 1.91 0.23 0.20 0.09
Offset Front Lobby Both Side 4 1.35 0.23 0.20 0.25
Waiting Lounge (RC Ofc) 1 6.97 0.23 0.20 0.32
Records-3 (RC ofc) 1 4.00 0.23 0.20 0.18
Corridor Front Right Horizontal 0 2.50 0.23 0.20 0.00
Front Right Corner-1 2 1.35 0.23 0.20 0.12
Front Right Corner-2 1 5.90 0.23 0.20 0.27
Ladies Toilet (Basin) 4 3.50 0.23 0.20 0.64
Ladies Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Ladies Toilet (WCs) 4 1.05 0.12 0.20 0.10
Gents Toilet (Basin) 4 1.05 0.23 0.20 0.19
Gents Toilet (Urinals) 4 2.97 0.23 0.20 0.55
Gents Toilet (Diff Abled) 2 1.50 0.12 0.20 0.07
Gents Toilet (WCs) 2 1.05 0.12 0.20 0.05
Centre Corridor infront of Toilet 0 4.17 0.23 0.20 0.00
Lobby Right 1 6.97 0.23 0.20 0.32
Rear Left Corner-1 2 1.35 0.23 0.20 0.12
Rear Left Corner-2 1 5.90 0.23 0.20 0.27
Corridor Rear Left Horizontal 0 2.50 0.23 0.20 0.00
KSWAN/Control Room 1 11.20 0.23 0.20 0.52
Video Conference Hall 1 6.97 0.23 0.20 0.32
Store/Records -4 1 6.97 0.23 0.20 0.32
Server/ UPS RM 1 4.44 0.23 0.20 0.20
Offset Rear Lobby Both Side 4 1.35 0.23 0.20 0.25
Regional Commissioner 1 6.97 0.23 0.20 0.32
Regional Commissioner - Ante 1 4.00 0.23 0.20 0.18
Regional Commissioner - Library 1 1.62 0.23 0.20 0.07
Regional Commissioner - Toilet 1 2.50 0.23 0.20 0.12
Corridor Rear Right Horizontal 0 2.50 0.23 0.20 0.00
Rear Right Corner-1 1 1.35 0.23 0.20 0.06
Rear Right Corner-2 2 5.90 0.23 0.20 0.54
Lintel For Partition Wall
Gents Toilet - WCs 4 2.55 0.115 0.20 0.23
Ladies Toilet - WCs 4 2.55 0.115 0.20 0.23
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Lintel Beam
6 2.10.b Vol-1, Pg -18 R C C for Chajja
Chejja as required places 2 61.62 0.60 0.100 7.39
Horizontal 0.00
Box Type - Alround Chejja
Projections for Cuboard Over Lintel
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Lintel Beam
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BM From Floor to Floor
Front Left Corner-1 1 5.90 0.230 3.32 4.51
Front Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Left Horizontal 1 18.93 0.230 1.20 5.22
Corridor Front Left Vertical 0 2.50 0.230 3.32 0.00
Waiting - Asst Reginal Commissioner 2 2.66 0.230 3.32 4.06
Asst Reginal Commissioner 1 6.97 0.230 3.32 5.33
Asst Reginal Commissioner -Ante 2 2.70 0.230 3.32 4.13
Asst Reginal Commissioner -Library 2 1.50 0.115 3.32 1.15
Asst Reginal Commissioner - Toilet 1 1.50 0.230 3.32 1.15
Waiting - ARC -PA 1 3.37 0.230 3.32 2.58
Tahashildar -3 Nos 2 3.37 0.230 3.32 5.15
Store/Records -1 2 3.37 0.230 3.32 5.15
Electrical room 1 1.70 0.230 3.32 1.30
Offset Front Lobby Both Side 2 3.36 0.230 3.32 5.14
Waiting Lounge (RC Ofc) 1 6.97 0.230 3.32 5.33
Corridor Front Right Horizontal 1 18.93 0.230 1.20 5.22
Front Right Corner-1 1 5.90 0.230 3.32 4.51
Front Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Front Right Vertical 0 2.50 0.230 3.32 0.00
Ladies Toilet (Basin) 2 1.87 0.230 3.32 2.86
Ladies Toilet (Diff Abled) 2 1.50 0.230 3.32 2.29
Ladies Toilet (WCs) 4 1.50 0.115 3.32 2.29
Gents Toilet (Basin) 2 2.47 0.230 3.32 3.78
Gents Toilet (Urinals) 2 1.87 0.230 3.32 2.86
Gents Toilet (Diff Abled) 2 1.80 0.115 3.32 1.38
Gents Toilet (WCs) 2 1.50 0.115 3.32 1.15
Centre Corridor Horizontal 0 33.93 0.230 3.32 0.00
Centre Corridor Curved 0 7.20 0.230 3.32 0.00
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 0 2.50 0.230 3.32 0.00
Rear Left Corner-1 1 5.90 0.230 3.32 4.51
Rear Left Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Left Horizontal 1 18.93 0.230 1.20 5.22
KSWAN/Control Room 2 6.97 0.230 3.32 10.66
Video Conference Hall 2 14.43 0.230 3.32 22.06
Store/Records -4 2 3.37 0.230 3.32 5.15
Offset Rear Lobby Both Side 2 3.36 0.230 3.32 5.14
Regional Commissioner 2 10.57 0.230 3.32 16.16
Regional Commissioner - Ante 2 3.00 0.115 3.32 2.29
Regional Commissioner - Library 1 1.50 0.230 3.32 1.15
Regional Commissioner - Toilet 1 1.50 0.230 3.32 1.15
Corridor Rear Right Horizontal 1 18.93 0.230 1.20 5.22
Rear Right Corner-1 1 5.90 0.230 3.32 4.51
Rear Right Corner-2 2 1.35 0.230 3.32 2.06
Corridor Rear Right Vertical 0 2.50 0.230 3.32 0.00
4 Corners Architectural Wall beside Window 16 0.75 0.230 3.32 9.18
Front Left Corner-1 2 1.35 0.230 3.32 2.06
Front Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Left Horizontal 0 2.50 0.230 3.32 0.00
Corridor Front Left Vertical 1 11.66 0.230 1.20 3.22
Waiting - Asst Reginal Commissioner 1 4.00 0.230 3.32 3.06
Asst Reginal Commissioner 1 6.97 0.230 3.32 5.33
Asst Reginal Commissioner -Ante 1 4.00 0.230 3.32 3.06
Asst Reginal Commissioner -Library 1 1.62 0.230 3.32 1.23
Asst Reginal Commissioner - Toilet 1 2.50 0.230 3.32 1.91
Waiting - ARC -PA 1 3.60 0.230 3.32 2.75
Tahashildar -3 Nos 1 6.97 0.230 3.32 5.33
Store/Records -1 1 6.97 0.230 3.32 5.33
Electrical room 1 1.91 0.230 3.32 1.46
Offset Front Lobby Both Side 4 1.35 0.230 3.32 4.13
Waiting Lounge (RC Ofc) 1 6.97 0.230 3.32 5.33
Corridor Front Right Horizontal 0 2.50 0.230 3.32 0.00
Front Right Corner-1 2 1.35 0.230 3.32 2.06
Front Right Corner-2 1 5.90 0.230 3.32 4.51
Corridor Front Right Vertical 1 11.66 0.230 1.20 3.22
Ladies Toilet (Basin) 4 3.50 0.230 3.32 10.70
Ladies Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Ladies Toilet (WCs) 4 1.05 0.115 3.32 1.61
Gents Toilet (Basin) 4 1.05 0.230 3.32 3.21
Gents Toilet (Urinals) 4 2.97 0.230 3.32 9.07
Gents Toilet (Diff Abled) 2 1.50 0.115 3.32 1.15
Gents Toilet (WCs) 2 1.05 0.115 3.32 0.80
Centre Corridor Horizontal 2 33.93 0.115 1.20 9.36
Centre Corridor Curved 2 7.20 0.115 1.20 1.99
Centre Corridor infront of Toilet 0 4.17 0.230 3.32 0.00
Corridor Rear Left Vertical 1 11.66 0.230 1.20 3.22
Rear Left Corner-1 2 1.35 0.230 3.32 2.06
Rear Left Corner-2 1 5.90 0.230 3.32 4.51
Corridor Rear Left Horizontal 0 2.50 0.230 3.32 0.00
KSWAN/Control Room 1 11.20 0.230 3.32 8.56
Video Conference Hall 1 6.97 0.230 3.32 5.33
Store/Records -4 1 6.97 0.230 3.32 5.33
Offset Rear Lobby Both Side 4 1.35 0.230 3.32 4.13
Regional Commissioner 1 6.97 0.230 3.32 5.33
Regional Commissioner - Ante 1 4.00 0.230 3.32 3.06
Regional Commissioner - Library 1 1.62 0.230 3.32 1.23
Regional Commissioner - Toilet 1 2.50 0.230 3.32 1.91
Corridor Rear Right Horizontal 0 2.50 0.230 3.32 0.00
Rear Right Corner-1 1 1.35 0.230 3.32 1.03
Rear Right Corner-2 2 5.90 0.230 3.32 9.02
Corridor Rear Right Vertical 1 11.66 0.230 1.20 3.22
O2- Front & Rear Lobby 0 11.17 0.23 3.85 0.00
O3- Left & Right Lobby 0 6.97 0.23 3.85 0.00
O4- Staircase A type 0 6.97 0.23 3.85 0.00
O5- Staircase B type 0 4.89 0.23 3.85 0.00
O5- Staircase C type 0 3.36 0.23 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 0.23 3.85 0.00
O8 - Front & Rear Offset 0 3.36 0.23 3.85 0.00
O9 - Front & Rear Corridor Above Parapet 0 18.93 0.23 2.50 0.00
O10 - Left & Right Corridor Above Parapet 0 24.43 0.23 2.50 0.00
O11 - Circular Corridor Above Parapet 0 7.10 0.23 2.50 0.00
O13 - Lobby openings 0 4.00 0.23 2.40 0.00
Lintel+Sill Qty -44.05
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Gents Toilet - WCs 4 2.55 3.00 30.60
Ladies Toilet - WCs 4 2.55 3.00 30.60
wall Pantry Platform 2 0.75 1.00 1.50
Strorage for Rooms 0 5.20 0.60 0.00
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 140 Kg/Cum 140 44.05 6166.62
Slab Beam @ 200 Kg/Cum 200 270.70 54140.00
Stair case @ 40 Kg/Cum 40 26.60 1064.00
Steel Measurement sheet attached 0.00
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications.
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
Ventilators 0.00
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
Ventilators 0.00
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with :
Providing & Fixing Teak Wooden Door
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Flush Door
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt X 2
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door Handles x 2
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
UPVC Windows for Toilets
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
EXTRA GRILL THAN WINDOWS
Corridor 0 0.00 3.00 0.00
Stair Case 3 1.50 3.00 13.50
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -4-C 1 10.20 0.90 9.18
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
For Around OTS 2 33.93 1.20 81.43
Gents Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Ladies Disabled Toilet (1 & 2) 2 5.10 0.30 3.06
Stair 1-Type Well Portion 1 4.00 0.60 2.40
Stair B-Type Well Portion 2 2.00 0.60 2.40
Stair C-Type Well Portion 0 0.00 0.60 0.00
Central Curved Passage 2 7.20 0.60 8.64
Considering 25 kg /sqm 140.14
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plaster
Front Left Corner-1 1 11.30 3.30 37.29
Front Left Corner-2 1 11.30 3.30 37.29
Corridor Front Left Horizontal 1 61.37 3.30 202.52
Corridor Front Left Vertical 1 28.32 3.30 93.46
Waiting - Asst Reginal Commissioner 1 13.31 3.30 43.92
Asst Reginal Commissioner 1 27.88 3.30 92.00
Asst Reginal Commissioner -Ante 1 13.40 3.30 44.22
Asst Reginal Commissioner -Library 1 6.23 3.30 20.56
Asst Reginal Commissioner - Toilet 1 8.00 3.30 26.40
Waiting - ARC -PA 1 13.94 3.30 46.00
Tahashildar -3 Nos 1 20.68 3.30 68.24
Store/Records -1 1 20.68 3.30 68.24
Lobby Front 1 41.74 3.30 137.74
Electrical room 1 7.22 3.30 23.83
StairCase -1A 1 20.64 3.30 68.11
Offset Front Lobby Both Side 2 9.42 3.30 62.17
Stores-2 (RC ofc) 1 20.68 3.30 68.24
Waiting Lounge (RC Ofc) 1 27.88 3.30 92.00
Records-3 (RC ofc) 1 21.94 3.30 72.40
Corridor Front Right Horizontal 1 61.37 3.30 202.52
Front Right Corner-1 1 11.30 3.30 37.29
Front Right Corner-2 1 11.30 3.30 37.29
Corridor Front Right Vertical 1 28.32 3.30 93.46
Lobby Left 1 33.34 3.30 110.02
StairCase -2B 1 18.18 3.30 59.99
Ladies Toilet (Basin) 2 10.74 3.30 70.88
Ladies Toilet (Diff Abled) 2 6.60 3.30 43.56
Ladies Toilet (WCs) 4 5.10 3.30 67.32
Gents Toilet (Basin) 2 7.04 3.30 46.46
Gents Toilet (Urinals) 2 9.67 3.30 63.82
Gents Toilet (Diff Abled) 2 6.60 3.30 43.56
Gents Toilet (WCs) 2 5.10 3.30 33.66
Centre Corridor Horizontal 2 26.97 3.30 178.03
Centre Corridor Curved 2 18.40 3.30 121.44
Centre Corridor infront of Toilet 4 12.40 3.30 163.68
Lobby Right 1 33.34 3.30 110.02
StairCase -3B 1 18.18 3.30 59.99
Corridor Rear Left Vertical 1 28.32 3.30 93.46
Rear Left Corner-1 1 11.30 3.30 37.29
Rear Left Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
KSWAN/Control Room 1 36.34 3.30 119.92
Video Conference Hall 1 42.79 3.30 141.21
Store/Records -4 1 20.68 3.30 68.24
Lobby Rear 1 41.74 3.30 137.74
Server/ UPS RM 1 13.08 3.30 43.16
StairCase -4C 1 16.92 3.30 55.84
Offset Rear Lobby Both Side 2 9.42 3.30 62.17
Court Hall 1 35.59 3.30 117.45
Waiting - RC -PA 1 13.94 3.30 46.00
Regional Commissioner 1 35.08 3.30 115.76
Regional Commissioner - Ante 1 14.00 3.30 46.20
Regional Commissioner - Library 1 6.23 3.30 20.56
Regional Commissioner - Toilet 1 8.00 3.30 26.40
Corridor Rear Right Horizontal 1 61.37 3.30 202.52
Rear Right Corner-1 1 11.30 3.30 37.29
Rear Right Corner-2 1 11.30 3.30 37.29
Corridor Rear Right Vertical 1 28.32 3.30 93.46
Gents Toilet - WCs 8 2.55 3.00 61.20
Ladies Toilet - WCs 8 2.55 3.00 61.20
wall Pantry Platform 4 0.75 1.00 3.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 2 11.17 3.85 -86.01
O3- Left & Right Lobby 2 6.97 3.85 -53.67
O4- Staircase A type 1 6.97 3.85 -26.83
O5- Staircase B type 2 4.89 3.85 -37.65
O5- Staircase C type 1 3.36 3.85 -12.94
O7 - Corridors Horizontal & Vertical 16 2.50 3.85 -154.00
O8 - Front & Rear Offset 4 3.36 3.85 -51.74
O9 - Front & Rear Corridor Above Parapet 4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet 2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet 4 7.10 2.50 -71.00
O13 - Lobby openings 2 4.00 2.40 -19.20
Beam sides PLASTER
Front Left Corner-1 - Beam - BG4 1 4.30 1.50 6.45
Front Left Corner-1 - Beam - BG5 1 5.84 1.80 10.51
Front Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner dome beam - Beam - BG4 2 2.95 1.50 8.85
Front Left Corner circular beam - Beam - BG4 1 10.71 1.50 16.07
Corridor Front Left Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Front Left Horizontal - Beam - BG2 1 14.40 0.90 12.96
Corridor Front Left Vertical - Beam - BG5 1 2.50 1.80 4.50
Waiting - Asst Reginal Commissioner - Beam - BG3 1 2.66 1.20 3.19
Asst Reginal Commissioner - Beam - BG3 1 6.97 1.20 8.36
Asst Reginal Commissioner - Beam - BG4 1 6.97 1.50 10.46
Asst Reginal Commissioner -Ante - Beam - BG3 1 2.70 1.20 3.24
Asst Reginal Commissioner -Library - Beam - BG3 1 1.50 1.20 1.80
Asst Reginal Commissioner - Toilet - Beam - BG1 0 1.50 0.76 0.00
Waiting - ARC -PA - Beam - BG2 1 3.37 0.90 3.03
Tahashildar -3 Nos - Beam - BG2 2 3.37 0.90 6.07
Office-1 - ARC - Beam - BG2 2 7.23 0.90 13.01
Store/Records -1 - Beam - BG4 2 3.37 1.50 10.11
Lobby Front - Beam - BG4 1 11.17 1.50 16.76
Lobby Front - Beam - BG7 1 11.17 1.95 21.78
Lobby Front - Beam - BG4 2 5.77 1.50 17.31
Lobby Front large dome - Beam - BG4 1 29.94 1.50 44.91
Lift-1 & Lift-2 - Beam - BG4 2 1.70 1.50 5.10
Electrical room - Beam - BG4 1 1.70 1.50 2.55
StairCase -1A - Beam - BG4 1 3.35 1.50 5.03
Offset Front Lobby Both Side - Beam - BG4 2 3.36 1.50 10.08
Front Lobby dome beams - Beam - BG4 2 3.36 1.50 10.08
Front Lobby cicular beams - Beam - BG4 2 7.79 1.50 23.37
Stores-2 (RC ofc) - Beam - BG7 1 3.37 1.95 6.57
Stores-2 (RC ofc) - Beam - BG4 1 3.37 1.50 5.06
Office-2 (RC ofc) - Beam - BG2 2 14.43 0.90 25.97
Waiting Lounge (RC Ofc) - Beam - BG4 1 6.97 1.50 10.46
Records-3 (RC ofc) - Beam - BG3 1 6.97 1.20 8.36
Corridor Front Right Horizontal - Beam - BG2 1 14.40 0.90 12.96
Corridor Front Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Front Right Corner-1 - Beam - BG4 1 4.30 1.50 6.45
Front Right Corner-1 - Beam - BG7 1 5.80 1.95 11.31
Front Right Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner dome beam - Beam - BG4 2 2.95 1.50 8.85
Front Right Corner circular beam - Beam - BG4 1 10.71 1.50 16.07
Corridor Front Right Vertical - Beam - BG4 1 2.50 1.50 3.75
Lobby Left - Beam - BG3 1 9.70 1.20 11.64
StairCase -2B - Beam - BG3 2 4.20 1.20 10.08
Ladies Toilet (Basin) - Beam - BG3 2 3.37 1.20 8.09
Ladies Toilet (Diff Abled) - Beam - BG3 0 1.80 1.20 0.00
Ladies Toilet (WCs) - Beam - BG1 4 1.50 0.76 4.56
Gents Toilet (Basin) - Beam - BG3 4 3.37 1.20 16.18
Gents Toilet (Urinals) - Beam - BG3 0 1.87 1.20 0.00
Gents Toilet (Diff Abled) - Beam - BG1 0 1.80 0.76 0.00
Gents Toilet (WCs) - Beam - BG1 2 1.50 0.76 2.28
Centre Corridor Horizontal - Beam - BG3 2 11.17 1.20 26.81
Centre Corridor Curved - Beam - BG6 0 2.00 1.65 0.00
Centre Corridor infront of Toilet - Beam - BG1 0 4.17 0.76 0.00
Lobby Right - Beam - BG3 1 9.70 1.20 11.64
StairCase -3B - Beam - BG3 2 4.20 1.20 10.08
Corridor Rear Left Vertical - Beam - BG4 1 2.50 1.50 3.75
Rear Left Corner-1 - Beam - BG4 1 4.30 1.50 6.45
Rear Left Corner-1 - Beam - BG7 1 5.80 1.95 11.31
Rear Left Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner dome beams - Beam - BG4 2 2.95 1.50 8.85
Rear Left Cornercircular beam - Beam - BG4 1 10.71 1.50 16.07
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Rear Right Horizontal - Beam - BG2 1 14.40 0.90 12.96
KSWAN/Control Room - Beam - BG4 1 6.97 1.50 10.46
KSWAN/Control Room - Beam - BG3 1 6.97 1.20 8.36
Video Conference Hall - Beam - BG2 2 14.43 0.90 25.97
Store/Records -4 - Beam - BG2 1 3.37 0.90 3.03
Store/Records -4 - Beam - BG4 1 3.37 1.50 5.06
Lobby Rear - Beam - BG4 2 11.17 1.50 33.51
Lobby Rear - Beam - BG3 1 5.50 1.20 6.60
Server/ UPS RM - Beam - BG1 2 2.10 0.76 3.19
StairCase -4C - Beam - BG2 1 3.36 0.90 3.02
Offset Rear Lobby Both Side - Beam - BG4 2 3.36 1.50 10.08
Rear Lobby dome beams - Beam - BG4 2 3.36 1.50 10.08
Rear Lobby cicular beams - Beam - BG4 2 7.79 1.50 23.37
Court Hall - Beam - BG2 2 10.83 0.90 19.49
Waiting - RC -PA - Beam - BG2 1 3.37 0.90 3.03
Regional Commissioner - Beam - BG4 1 10.57 1.50 15.86
Regional Commissioner - Beam - BG3 1 10.57 1.20 12.68
Waiting - RC - Beam - BG3 1 2.36 1.20 2.83
Regional Commissioner - Ante - Beam - BG3 1 3.00 1.20 3.60
Regional Commissioner - Library - Beam - BG2 0 1.50 0.90 0.00
Regional Commissioner - Toilet - Beam - BG3 1 1.50 1.20 1.80
Corridor Rear Right Horizontal - Beam - BG4 1 3.60 1.50 5.40
Corridor Rear Right Horizontal - Beam - BG2 1 14.40 0.90 12.96
Rear Right Corner-1 - Beam - BG4 1 4.30 1.50 6.45
Rear Right Corner-1 - Beam - BG7 1 5.80 1.95 11.31
Rear Right Corner-2 - Beam - BG1 2 1.35 0.76 2.05
Rear RightCorner dome beams - Beam - BG4 2 2.95 1.50 8.85
Rear Right Cornercircular beam - Beam - BG4 1 10.71 1.50 16.07
Corridor Rear Right Vertical - Beam - BG4 1 2.50 1.50 3.75
Front Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Left Corner-2 - Beam - BG1 1 4.30 0.76 3.27
Front Left Corner-2 - Beam - BG5 1 5.80 1.80 10.44
Front Left Corner dome beams - Beam - BG5 2 3.85 1.80 13.86
Corridor Front Left Horizontal - Beam - BG3 4 2.50 1.20 12.00
Corridor Front Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Waiting - Asst Reginal Commissioner - Beam - BG2 1 4.00 0.90 3.60
Asst Reginal Commissioner - Beam - BG3 1 6.97 1.20 8.36
Asst Reginal Commissioner -Ante - Beam - BG2 0 4.00 0.90 0.00
Asst Reginal Commissioner -Library - Beam - BG2 1 1.62 0.90 1.45
Asst Reginal Commissioner - Toilet - Beam - BG2 1 2.50 0.90 2.25
Waiting - ARC -PA - Beam - BG3 1 3.60 1.20 4.32
Tahashildar -3 Nos - Beam - BG3 1 6.97 1.20 8.36
Office-1 - ARC - Beam - BG3 3 6.97 1.20 25.09
Store/Records -1 - Beam - BG3 1 6.97 1.20 8.36
Lobby Front - Beam - BG4 3 9.70 1.50 43.65
Lift-1 & Lift-2 - Beam - BG4 4 2.30 1.50 13.80
Electrical room - Beam - BG4 2 1.91 1.50 5.73
StairCase -1A - Beam - BG4 1 6.97 1.50 10.46
Offset Front Lobby Both Side - Beam - BG4 4 1.35 1.50 8.10
Offset Front dome beams Both Side - Beam - BG4 4 3.85 1.50 23.10
Stores-2 (RC ofc) - Beam - BG4 1 6.97 1.50 10.46
Office-2 (RC ofc) - Beam - BG3 4 6.97 1.20 33.46
Waiting Lounge (RC Ofc) - Beam - BG3 2 6.97 1.20 16.73
Records-3 (RC ofc) - Beam - BG2 2 4.00 0.90 7.20
Corridor Front Right Horizontal - Beam - BG3 3 2.50 1.20 9.00
Front Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Front Right Corner-2 - Beam - BG1 1 4.30 0.76 3.27
Front Right Corner-2 - Beam - BG5 1 5.80 1.80 10.44
Front Right Corner dome beams - Beam - BG5 2 3.85 1.80 13.86
Corridor Front Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Lobby Left - Beam - BG4 2 6.97 1.50 20.91
StairCase -2B - Beam - BG3 2 4.89 1.20 11.74
Ladies Toilet (Basin) - Beam - BG3 2 4.13 1.20 9.91
Ladies Toilet (Diff Abled) - Beam - BG4 4 4.13 1.50 24.78
Ladies Toilet (WCs) - Beam - BG3 0 1.05 1.20 0.00
Gents Toilet (Basin) - Beam - BG4 2 2.55 1.50 7.65
Gents Toilet (Urinals) - Beam - BG1 4 4.13 0.76 12.56
Gents Toilet (Diff Abled) - Beam - BG3 0 1.50 1.20 0.00
Gents Toilet (WCs) - Beam - BG3 0 1.05 1.20 0.00
Centre Corridor Horizontal - Beam - BG4 0 2.32 1.50 0.00
Centre Corridor Curved - Beam - BG3 2 7.20 1.20 17.28
Centre Corridor infront of Toilet - Beam - BG3 0 2.03 1.20 0.00
Lobby Right - Beam - BG4 2 6.97 1.50 20.91
StairCase -3B - Beam - BG3 2 4.89 1.20 11.74
Corridor Rear Left Vertical - Beam - BG4 1 7.83 1.50 11.75
Rear Left Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Left Corner-2 - Beam - BG1 1 4.30 0.76 3.27
Rear Left Corner-2 - Beam - BG4 1 5.80 1.50 8.70
Rear Left Corner dome beams - Beam - BG4 2 3.85 1.50 11.55
Corridor Rear Right Horizontal - Beam - BG3 5 2.50 1.20 15.00
KSWAN/Control Room - Beam - BG3 3 7.20 1.20 25.92
KSWAN/Control Room - Beam - BG2 2 3.90 0.90 7.01
Video Conference Hall - Beam - BG3 5 6.97 1.20 41.82
Store/Records -4 - Beam - BG3 2 6.97 1.20 16.73
Lobby Rear - Beam - BG4 2 9.70 1.50 29.10
Server/ UPS RM - Beam - BG4 1 4.44 1.50 6.66
StairCase -4C - Beam - BG3 1 5.10 1.20 6.12
Offset Rear Lobby Both Side - Beam - BG4 4 1.35 1.50 8.10
Offset Rear dome beams Both Side - Beam - BG4 4 3.85 1.50 23.10
Court Hall - Beam - BG3 4 6.97 1.20 33.46
Waiting - RC -PA - Beam - BG3 1 3.60 1.20 4.32
Regional Commissioner - Beam - BG3 3 6.97 1.20 25.09
Waiting - RC - Beam - BG4 1 3.37 1.50 5.06
Regional Commissioner - Ante - Beam - BG2 0 4.00 0.90 0.00
Regional Commissioner - Library - Beam - BG2 1 1.62 0.90 1.45
Regional Commissioner - Toilet - Beam - BG2 1 2.50 0.90 2.25
Corridor Rear Right Horizontal - Beam - BG3 3 2.50 1.20 9.00
Rear Right Corner-1 - Beam - BG1 2 1.35 0.76 2.05
Rear Right Corner-2 - Beam - BG1 1 4.30 0.76 3.27
Rear Right Corner-2 - Beam - BG4 1 5.80 1.50 8.70
Rear Right Corner DOME BEAMS - Beam - BG4 2 3.85 1.50 11.55
Corridor Rear Right Vertical - Beam - BG4 1 7.83 1.50 11.75
Centre circular beam - Beam - BG4 1 34.39 1.50 51.58
Centre circular beam - Beam - BG3 1 34.39 1.20 41.27
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 189 3024.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 1491.27 1491.27
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Exterior Plaster
Add two Times the Chajja Arrea 2 185.99 371.98
Staircase Head Room 0 6.00 3.00 0.00
Extra Extenral Plaster
For Architectural Beauty 30 2.50 0.30 22.50
Circular Pedastals 3 2.10 7.50 47.25
Circular Columns 30 1.89 3.60 204.12
Offset Front Lobby Both Side 0 3.36 2.23 0.00
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
O2- Front & Rear Lobby 0 11.17 3.85 0.00
O3- Left & Right Lobby 0 6.97 3.85 0.00
O4- Staircase A type 0 6.97 3.85 0.00
O5- Staircase B type 0 4.89 3.85 0.00
O5- Staircase C type 0 3.36 3.85 0.00
O7 - Corridors Horizontal & Vertical 0 2.50 3.85 0.00
O8 - Front & Rear Offset 0 3.36 3.85 0.00
O9 - Front & Rear Corridor Above Parapet -4 18.93 2.50 -189.30
O10 - Left & Right Corridor Above Parapet -2 24.43 2.50 -122.15
O11 - Circular Corridor Above Parapet -4 7.10 2.50 -71.00
O13 - Lobby openings 0 4.00 2.40 0.00
Washing Platform 0.00
for Openings 0.00
OPENINGS 0 0.00 0.00 0.00
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth.
Plastering Groove at 150mm c/c
For 4 Corners of Building 4.0 27.0 9.0 972.00
For 4 Offsets besides Front & Rear Lobby 4.0 27.0 7.0 756.00
For Circular Columns at Exterior Corridor 32 47.0 4.0 6016.00
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Asst Reginal Commissioner 1 2.66 4.00 10.62
Asst Reginal Commissioner 1 6.97 6.97 48.58
Asst Reginal Commissioner -Ante 1 2.70 4.00 10.80
Asst Reginal Commissioner -Library 1 1.50 1.62 2.42
Asst Reginal Commissioner - Toilet 1 1.50 2.50 3.75
Waiting - ARC -PA 1 3.37 3.60 12.13
Tahashildar -3 Nos 1 3.37 6.97 23.49
Store/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A -1 3.35 6.97 -23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Stores-2 (RC ofc) 1 3.37 6.97 23.49
Waiting Lounge (RC Ofc) 1 6.97 6.97 48.58
Records-3 (RC ofc) 1 6.97 4.00 27.88
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B -1 4.20 4.89 -20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B -1 4.20 4.89 -20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
KSWAN/Control Room 1 6.97 11.20 78.06
Video Conference Hall 1 14.43 6.97 100.54
Store/Records -4 1 3.37 6.97 23.49
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C -1 3.36 5.10 -17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Court Hall 1 10.83 6.97 75.45
Waiting - RC -PA 1 3.37 3.60 12.13
Regional Commissioner 1 10.57 6.97 73.67
Waiting - RC 1 2.36 3.37 7.94
Regional Commissioner - Ante 1 3.00 4.00 12.00
Regional Commissioner - Library 1 1.50 1.62 2.42
Regional Commissioner - Toilet 1 1.50 2.50 3.75
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Slab Projection Alround (Deducting Lobby Area) 1 180.10 0.50 90.05
Slab Projection at Outer Slab 1 218.90 0.60 131.34
Approach Slab Stair A Type - 4 Nos 0 3.36 2.37 0.00
Slab Projection at Landscaping Area - Left 1 62.22 0.50 31.11
Slab Projection at Landscaping Area - Right 1 62.22 0.50 31.11
2 Balcony Projections for all 4 Corners 8 3.00 0.60 14.40
Projections for Cuboard Over Lintel
Ceiling Quantity 2012.38
Quantity is same as interior plaster : 5683.52 Sq m 5683.52
Ceiling Quantity 2012.38
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Granite Flooring
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Asst Reginal Commissioner 1 2.66 4.00 10.62
Waiting - ARC -PA 1 3.37 3.60 12.13
Lobby Front 1 11.17 9.70 108.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Lobby Rear 1 11.17 9.70 108.35
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Waiting - RC -PA 1 3.37 3.60 12.13
Waiting - RC 1 2.36 3.37 7.94
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
Granite Skirting
Front Left Corner-1 1 11.30 0.10 1.13
Front Left Corner-2 1 11.30 0.10 1.13
Corridor Front Left Horizontal 1 61.37 0.10 6.14
Corridor Front Left Vertical 1 28.32 0.10 2.83
Waiting - Asst Reginal Commissioner 1 13.31 0.10 1.33
Waiting - ARC -PA 1 13.94 0.10 1.39
Lobby Front 1 41.74 0.10 4.17
Offset Front Lobby Both Side 2 9.42 0.10 1.88
Corridor Front Right Horizontal 1 61.37 0.10 6.14
Front Right Corner-1 1 11.30 0.10 1.13
Front Right Corner-2 1 11.30 0.10 1.13
Corridor Front Right Vertical 1 28.32 0.10 2.83
Lobby Left 1 33.34 0.10 3.33
Centre Corridor Horizontal 2 26.97 0.10 5.39
Centre Corridor Curved 2 18.40 0.10 3.68
Centre Corridor infront of Toilet 4 12.40 0.10 4.96
Lobby Right 1 33.34 0.10 3.33
Corridor Rear Left Vertical 1 28.32 0.10 2.83
Rear Left Corner-1 1 11.30 0.10 1.13
Rear Left Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Lobby Rear 1 41.74 0.10 4.17
Offset Rear Lobby Both Side 2 9.42 0.10 1.88
Waiting - RC -PA 1 13.94 0.10 1.39
Waiting - RC 1 11.45 0.10 1.15
Corridor Rear Right Horizontal 1 61.37 0.10 6.14
Rear Right Corner-1 1 11.30 0.10 1.13
Rear Right Corner-2 1 11.30 0.10 1.13
Corridor Rear Right Vertical 1 28.32 0.10 2.83
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Sill
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Add for skirting and nosing 20% 20.33
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.
Full Nosing to Granite
For windows periphery
Ventilators 0 0.00 0.00
For Stair Case Treads
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
Granite at Bottom of Tread Edge
Landing -1-A 1 3.97 3.97
Landing -2-B1 2 2.00 4.00
Landing -3-B2 2 2.00 4.00
Landing -4-C 1 3.36 3.36
Landing -5 0 3.37 0.00
Landing -6 0 3.37 0.00
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
Vitrified Flooring
Asst Reginal Commissioner 1 6.97 6.97 48.58
Asst Reginal Commissioner -Ante 1 2.70 4.00 10.80
Asst Reginal Commissioner -Library 1 1.50 1.62 2.42
Tahashildar -3 Nos 1 3.37 6.97 23.49
Store/Records -1 1 3.37 6.97 23.49
Electrical room 1 1.70 1.91 3.25
Stores-2 (RC ofc) 1 3.37 6.97 23.49
Waiting Lounge (RC Ofc) 1 6.97 6.97 48.58
Records-3 (RC ofc) 1 6.97 4.00 27.88
KSWAN/Control Room 1 6.97 11.20 78.06
Video Conference Hall 1 14.43 6.97 100.54
Store/Records -4 1 3.37 6.97 23.49
Server/ UPS RM 1 2.10 4.44 9.32
Court Hall 1 10.83 6.97 75.45
Regional Commissioner 1 10.57 6.97 73.67
Regional Commissioner - Ante 1 3.00 4.00 12.00
Regional Commissioner - Library 1 1.50 1.62 2.42
Add for Thresholds
Asst Reginal Commissioner 1 27.88 0.10 2.79
Asst Reginal Commissioner -Ante 1 13.40 0.10 1.34
Asst Reginal Commissioner -Library 1 6.23 0.10 0.62
Tahashildar -3 Nos 1 20.68 0.10 2.07
Store/Records -1 1 20.68 0.10 2.07
Electrical room 1 7.22 0.10 0.72
Stores-2 (RC ofc) 1 20.68 0.10 2.07
Office-2 (RC ofc) 1 42.79 0.10 4.28
Waiting Lounge (RC Ofc) 1 27.88 0.10 2.79
Records-3 (RC ofc) 1 21.94 0.10 2.19
KSWAN/Control Room 1 36.34 0.10 3.63
Video Conference Hall 1 42.79 0.10 4.28
Store/Records -4 1 20.68 0.10 2.07
Server/ UPS RM 1 13.08 0.10 1.31
Court Hall 1 35.59 0.10 3.56
Regional Commissioner 1 35.08 0.10 3.51
Regional Commissioner - Ante 1 14.00 0.10 1.40
Regional Commissioner - Library 1 6.23 0.10 0.62
Deduction for Skirting
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
Toilet Flooring
Asst Reginal Commissioner - Toilet 1 1.50 2.50 3.75
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Regional Commissioner - Toilet 1 1.50 2.50 3.75
Add For Threshould
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm
Asst Reginal Commissioner - Toilet 1 8.00 3.50 28.00
Ladies Toilet (Basin) 2 10.74 3.50 75.18
Ladies Toilet (Diff Abled) 2 6.60 3.50 46.20
Ladies Toilet (WCs) 4 5.10 3.50 71.40
Gents Toilet (Basin) 2 7.04 3.50 49.28
Gents Toilet (Urinals) 2 9.67 3.50 67.69
Gents Toilet (Diff Abled) 2 6.60 3.50 46.20
Gents Toilet (WCs) 2 5.10 3.50 35.70
Regional Commissioner - Toilet 1 8.00 3.50 28.00
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0.00 0.00 0.00 0.00
STAINLESS STEEL SINK 0.00 0.00 0.00 0.00
Partition wall 0.00
Gents Toilet - WCs 0 2.55 3.00 0.00
Ladies Toilet - WCs 0 2.55 3.00 0.00
wall Pantry Platform 0 0.75 1.00 0.00
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Interior Plaster 5683.52
Ceiling Quantity 2012.38
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 1452.43
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill
Square meter area is same as M S grill Window 280.92
Doors & Windows 0.00
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 280.92
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 54.29
Multiplying Doors qty by 2.4 130.30
Window Shutter 0.00
For Wooden Frames
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 214.16
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.
Stone Partition
Washing Platform 0 0.60 0.75 0.00
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification.
Granite Cladding
Corridor Left Vertical 2 11.66 0.90 20.99
Corridor Left Horizontal 2 27.60 0.90 49.68
Corridor Right Vertical 2 11.66 0.90 20.99
Corridor Right Horizontal 2 27.60 0.90 49.68
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound for Toilets in First floor
Qty same as Toilet Flooring (For Toilet Portion) 1 59.01 59.01
Add 20% for Hauching 0.2 59.01 11.80
Terrace portion 0 28.28 0.00
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make.
Video Conference 1 14.43 6.97 100.54
Court Hall 1 10.80 6.97 75.28
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
Pvc False Ceiling
Corridor Horizontal 4 28.19 2.50 281.85 112.74
Corrdor Vertical 4 11.66 2.50 116.60 46.64
Corridor Middle Hrztl 2 11.20 2.40 53.76 22.4
Corridor Middle Vrtcl 2 7.20 2.00 28.80 14.4
Corridor middle 2 4.20 2.00 16.80 8.4
Offest at both side of Lobby 4 4.00 1.35 21.60 16
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Name Board 1 4000 4000.00
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby 4 10.20 40.80
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - 4 Faces 12 4.50 54.00
Beams Front and Rear Lobby 4 10.20 40.80
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Front Left Corner-1 1 4.30 1.35 5.81
Front Left Corner-2 1 1.35 4.30 5.81
Corridor Front Left Horizontal 1 28.19 2.50 70.46
Corridor Front Left Vertical 1 2.50 11.66 29.15
Waiting - Asst Reginal Commissioner 1 2.66 4.00 10.62
Asst Reginal Commissioner 1 6.97 6.97 48.58
Asst Reginal Commissioner -Ante 1 2.70 4.00 10.80
Asst Reginal Commissioner -Library 1 1.50 1.62 2.42
Asst Reginal Commissioner - Toilet 1 1.50 2.50 3.75
Waiting - ARC -PA 1 3.37 3.60 12.13
Tahashildar -3 Nos 1 3.37 6.97 23.49
Store/Records -1 1 3.37 6.97 23.49
Lobby Front 1 11.17 9.70 108.35
Electrical room 1 1.70 1.91 3.25
StairCase -1A 1 3.35 6.97 23.35
Offset Front Lobby Both Side 2 3.36 1.35 9.07
Stores-2 (RC ofc) 1 3.37 6.97 23.49
Waiting Lounge (RC Ofc) 1 6.97 6.97 48.58
Records-3 (RC ofc) 1 6.97 4.00 27.88
Corridor Front Right Horizontal 1 28.19 2.50 70.46
Front Right Corner-1 1 4.30 1.35 5.81
Front Right Corner-2 1 1.35 4.30 5.81
Corridor Front Right Vertical 1 2.50 11.66 29.15
Lobby Left 1 9.70 6.97 67.61
StairCase -2B 1 4.20 4.89 20.54
Ladies Toilet (Basin) 2 1.87 3.50 13.09
Ladies Toilet (Diff Abled) 2 1.80 1.50 5.40
Ladies Toilet (WCs) 4 1.50 1.05 6.30
Gents Toilet (Basin) 2 2.47 1.05 5.19
Gents Toilet (Urinals) 2 1.87 2.97 11.09
Gents Toilet (Diff Abled) 2 1.80 1.50 5.40
Gents Toilet (WCs) 2 1.50 1.05 3.15
Centre Corridor Horizontal 2 11.17 2.32 51.76
Centre Corridor Curved 2 2.00 7.20 28.80
Centre Corridor infront of Toilet 4 4.17 2.03 33.86
Lobby Right 1 9.70 6.97 67.61
StairCase -3B 1 4.20 4.89 20.54
Corridor Rear Left Vertical 1 2.50 11.66 29.15
Rear Left Corner-1 1 4.30 1.35 5.81
Rear Left Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
KSWAN/Control Room 1 6.97 11.20 78.06
Video Conference Hall 1 14.43 6.97 100.54
Store/Records -4 1 3.37 6.97 23.49
Lobby Rear 1 11.17 9.70 108.35
Server/ UPS RM 1 2.10 4.44 9.32
StairCase -4C 1 3.36 5.10 17.14
Offset Rear Lobby Both Side 2 3.36 1.35 9.07
Court Hall 1 10.83 6.97 75.45
Waiting - RC -PA 1 3.37 3.60 12.13
Regional Commissioner 1 10.57 6.97 73.67
Waiting - RC 1 2.36 3.37 7.94
Regional Commissioner - Ante 1 3.00 4.00 12.00
Regional Commissioner - Library 1 1.50 1.62 2.42
Regional Commissioner - Toilet 1 1.50 2.50 3.75
Corridor Rear Right Horizontal 1 28.19 2.50 70.46
Rear Right Corner-1 1 4.30 1.35 5.81
Rear Right Corner-2 1 1.35 4.30 5.81
Corridor Rear Right Vertical 1 2.50 11.66 29.15
61 10.26 Vol-2, Pg -73 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resistant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge.
RC Chamber U Shape - Back 1 6.97 3.00 20.91
62 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge
63 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab
For each floor 5 5.00 Each 1419.60 7,098
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Circle: PWD Common SoR 2023-2024
Rate Analysis for Third Floor Floor 4
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 248.76 6467.76 323.39 6791.15 0.00 6791.15
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
4 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
5 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
6 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 239.36 6223.36 311.17 6534.53 0.00 6534.53
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
8 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
9 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 319.12 8297.12 414.86 8711.98 0.00 8711.98
10 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 41.16 1070.16 53.51 1123.67 0.00 1123.67
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 3207.80 83402.80 4170.14 87572.94 0.00 87572.94 #REF!
12 7.18 Vol-2, Pg -23 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. m3 2017.00 80.68 2097.68 104.88 2202.56 0.00 2202.56
13 9.1.1 CPWD Vol-1, Pg -147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). cum 142949.70 5717.99 148667.69 7433.38 156101.07 0.00 156101.07
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 3952.60 102767.60 5138.38 107905.98 0.00 107905.98
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 40.60 1055.60 52.78 1108.38 0.00 1108.38
16 20.21 Vol-2, Pg-199 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : m3 4115.00 164.60 4279.60 213.98 4493.58 0.00 4493.58
17 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 283.40 7368.40 368.42 7736.82 0.00 7736.82
18 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 181.28 4713.28 235.66 4948.94 0.00 4948.94
19 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 44.56 1158.56 57.93 1216.49 0.00 1216.49
20 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 431.32 11214.32 560.72 11775.04 0.00 11775.04
21 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 17.48 454.48 22.72 477.20 0.00 477.20
22 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 17.40 452.40 22.62 475.02 0.00 475.02
23 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 9.96 258.96 12.95 271.91 0.00 271.91
24 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 11.00 286.00 14.30 300.30 0.00 300.30
25 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 9.56 248.56 12.43 260.99 0.00 260.99
26 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 249.80 6494.80 324.74 6819.54 0.00 6819.54
27 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 269.36 7003.36 350.17 7353.53 0.00 7353.53
28 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 228.76 5947.76 297.39 6245.15 0.00 6245.15
29 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 7.32 190.32 9.52 199.84 0.00 199.84
30 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 22.60 587.60 29.38 616.98 0.00 616.98
31 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 10.12 263.12 13.16 276.28 0.00 276.28
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 9.60 249.60 12.48 262.08 0.00 262.08
32 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 1.52 39.52 1.98 41.50 0.00 41.50
33 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 15.28 397.28 19.86 417.14 0.00 417.14
34 8.80. Vol-2, Pg -54 Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 20 mm to 25 mm wide to required depth. m 66.00 2.64 68.64 3.43 72.07 0.00 72.07
35 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 4.00 104.00 5.20 109.20 0.00 109.20
36 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 113.92 2961.92 148.10 3110.02 0.00 3110.02
37 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 213.04 5539.04 276.95 5815.99 0.00 5815.99
38 10.2 Vol-2, Pg -69 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 328.00 13.12 341.12 17.06 358.18 0.00 358.18
39 10.3 Vol-2, Pg -69 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete m 314.00 12.56 326.56 16.33 342.89 0.00 342.89
40 9.12.2 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. m2 1141.00 45.64 1186.64 59.33 1245.97 0.00 1245.97
41 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 103.28 2685.28 134.26 2819.54 0.00 2819.54
42 9.17.5 Vol-2, Pg -61 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm m3 1344.00 53.76 1397.76 69.89 1467.65 0.00 1467.65
43 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 6.32 164.32 8.22 172.54 0.00 172.54
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 1.32 34.32 1.72 36.04 0.00 36.04
44 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 6.24 162.24 8.11 170.35 0.00 170.35
45 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 2.00 52.00 2.60 54.60 0.00 54.60
46 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 4.60 119.60 5.98 125.58 0.00 125.58
47 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 2.12 55.12 2.76 57.88 0.00 57.88
48 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 5.52 143.52 7.18 150.70 0.00 150.70
49 10.8 Vol-2, Pg -70 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m2 2789.00 111.56 2900.56 145.03 3045.59 0.00 3045.59
50 10.19 Vol-2, Pg -72 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 1:3 (1 cement : 3 coarse sand) proportion with a coat of rough plastering using CM 1:4 (1 cement : 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. m2 3602.00 144.08 3746.08 187.30 3933.38 0.00 3933.38
51 18.3 Vol-2, Pg-183 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. m2 3043.00 121.72 3164.72 158.24 3322.96 0.00 3322.96
52 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 32.68 849.68 42.48 892.16 0.00 892.16
53 7.50. Vol-2, Pg -26 Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-35:2003 with cleanroom class of ISO 5 (Class 100), Decontamination Class of CP1O and Bacteriological Cleanliness Class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. m2 2242.00 89.68 2331.68 116.58 2448.26 0.00 2448.26
54 7.40.3 Vol-2, Pg -27 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. m2 1978.00 79.12 2057.12 102.86 2159.98 0.00 2159.98
55 8.49 Vol-2, Pg -49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Cm 4.00 0.16 4.16 0.21 4.37 0.00 4.37
56 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 11.64 302.64 15.13 317.77 0.00 317.77
57 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 21.92 569.92 28.50 598.42 0.00 598.42
58 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 80.00 2080.00 104.00 2184.00 0.00 2184.00
59 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 29.00 754.00 37.70 791.70 0.00 791.70
60 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.12 3.12 0.16 3.28 0.00 3.28
61 10.26 Vol-2, Pg -73 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resistant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. m2 2025.00 81.00 2106.00 105.30 2211.30 0.00 2211.30
62 22.22 Vol-2, Pg -219 Providing & fixing Roller Blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge m2 1800.00 72.00 1872.00 93.60 1965.60 0.00 1965.60
63 Add V Sl 10 Vol-1, Pg -119 Addendum V Sl No 10, Core Cutting of Slab Each 1300.00 52.00 1352.00 67.60 1419.60 0.00 1419.60
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Third Floor Water Supply Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
THIRD FLOOR MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g.
Wash Basin 3 3.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilet 6 6.00
Ladies Toilet 6 6.00
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 25mm Dia 6 6.00
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
NRV Valve- 32mm Dia 3 3.00
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Stop Cock- Concealed 20 20.00
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore.
Stop Cock- 20mm 20 20.00
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore.
For inlet of storage tank 6 6.00
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore.
for Along the wall pipe 6 6.00
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore.
for pipe on Roof 8 8.00
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore.
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore.
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore.
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Polythene water storage
storage capacity (500LNos-0) 0 500.00 0.00
storage capacity (1000LNos-2) 2 1000.00 2000.00
storage capacity (1500LNos-0) 0 1500.00 0.00
storage capacity (2000LNos-0) 0 2000.00 0.00
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes.
Bore well to Sump 0 0.00 0.00
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes.
From Bore well to OHT 2 80.00 160.00
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes.
From 40mm pipe to over head water storage tank 1 100.00 100.00
connecting from Storage tank to 25mm 1 50.00 50.00
from Over head storage water tank to 25mm 2 60.00 120.00
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes.
For supplying of OHT 1 100.00 100.00
From OHT along the wall (25mm) to 20mm dia pipe 2 80.00 160.00
From 25mm dia along wall to 20mm dia pipe 2 24.00 48.00
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes.
(for Hot for inside Building 2 48.00 96.00
(for Cold) for inside Building 2 60.00 120.00
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes.
(for Hot and Cold) for inside building 0 0.00 0.00
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks.
Block No 20 20.00
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete
Block No 30 30.00
Total 527,025.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 5.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 2 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Gents Toilet 1 6 6.00
Ladies Toilet 1 6 6.00
Toilets 1 3 3.00
Nos 15.00 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 4 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 4 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
1 13.14 Vol-2, Pg -119 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. Nos 846.00 33.84 879.84 43.99 923.83 0.00 923.83
2 14.55.a Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1117.00 44.68 1161.68 58.08 1219.76 0.00 1219.76
3 14.55.b Vol-2, Pg -139 Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2426.00 97.04 2523.04 126.15 2649.19 0.00 2649.19
4 14.53.a Vol-2, Pg -139 Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 1020.00 40.80 1060.80 53.04 1113.84 0.00 1113.84
5 13.6.1.1 Vol-2, Pg -117 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 620.00 24.80 644.80 32.24 677.04 0.00 677.04
6 13.6.2.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 809.00 32.36 841.36 42.07 883.43 0.00 883.43
7 13.15 Vol-2, Pg -119 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. Nos 725.00 29.00 754.00 37.70 791.70 0.00 791.70
8 13.3.2 Vol-2, Pg -117 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore. Each 305.00 12.20 317.20 15.86 333.06 0.00 333.06
9 13.5.1 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore. Nos 296.00 11.84 307.84 15.39 323.23 0.00 323.23
10 13.5.2 Vol-2, Pg -117 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore. Nos 314.00 12.56 326.56 16.33 342.89 0.00 342.89 621 409
11 13.4.1 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. Nos 549.00 21.96 570.96 28.55 599.51 0.00 599.51 600
12 13.4.2 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore. Nos 598.00 23.92 621.92 31.10 653.02 0.00 653.02 973
13 13.4.3 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore. Nos 702.00 28.08 730.08 36.50 766.58 0.00 766.58 1315
0 13.4.4 Vol-2, Pg -117 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore. Nos 855.00 34.20 889.20 44.46 933.66 0.00 933.66 2052
14 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 279.00 11.16 290.16 14.51 304.67 0.00 304.67
15 13.16 Vol-2, Pg -119 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Nos 620.00 24.80 644.80 32.24 677.04 0.00 677.04
16 13.34 Vol-2, Pg - 123 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Lit 9.00 0.36 9.36 0.47 9.83 0.00 9.83
0 13.31.6 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 50 mm nominal dia Pipes. m 781.00 31.24 812.24 40.61 852.85 0.00 852.85 450
17 13.31.5 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes. m 536.00 21.44 557.44 27.87 585.31 0.00 585.31 300
18 13.31.4 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes. m 400.00 16.00 416.00 20.80 436.80 0.00 436.80 215
19 13.31.3 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes. m 318.00 12.72 330.72 16.54 347.26 0.00 347.26 165
0 13.31.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. m 242.00 9.68 251.68 12.58 264.26 0.00 264.26 125
0 13.32.3 Vol-2, Pg - 129 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal dia pipes. m 477.00 19.08 496.08 24.80 520.88 0.00 520.88 250
20 13.32.2 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes. m 379.00 15.16 394.16 19.71 413.87 0.00 413.87 210
0 13.32.1 Vol-2, Pg - 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia pipes. m 309.00 12.36 321.36 16.07 337.43 0.00 337.43 130
21 13.36 Vol-2, Pg - 123 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks. Each 323.00 12.92 335.92 16.80 352.72 0.00 352.72
22 13.59 Vol-2, Pg - 127 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete Each 220.00 8.80 228.80 11.44 240.24 0.00 240.24
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Third Floor Sanitary Estimate
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
THIRD FLOOR MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : PWD Common SoR 2023-2024
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Gents Toilets 2 2.00
Ladies toiles 2 2.00
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
Gents Toilets 4 4.00
Ladies toiles 4 4.00
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
Gents toilets 6 1.00 6.00
Ladies toiles 0 1.00 0.00
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps.
Wash Basin 5 2 10.00
Gents Toilet 4 2 8.00
Ladies Toilet 4 2 8.00
Toilets 5 2 10.00
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
Health faucet for european commode (MR)
Toilet 2 1 2.00
Gents Toilets 4 1 4.00
Ladies toiles 4 1 4.00
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
Toilet 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 1 1 1.00
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Hand wash 4 4.0
Gents Toilet 4 4.0
Ladies Toilet 4 4.0
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g.
Hand wash 2 2 4.00
Gents Toilet 2 2 4.00
Ladies Toilet 2 2 4.00
Toilets 1 5 5.00
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Hand wash 2 2.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy
Hand wash 3 3.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy
Gents Toilets 4 4.00
Ladies toiles 4 4.00
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
On External wall
For Sewage 5 4 20
For Sullage 5 4 20
17 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 3 2.2 1.5 9.9
Gents toilet 4 2.4 1.75 16.8
Ladies Toilet 4 2.4 1.75 16.8
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
Wash basin Slab 0.0
Hand wash 3 1.5 0.6 2.7
Gents toilet 4 1 0.6 2.4
Ladies Toilet 4 1.2 0.6 2.9
19 13.4 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
Hand wash 2 3 6.00
Gents Toilet 1 3 3.00
Ladies Toilet 1 3 3.00
Toilets 2 2 4.00
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:.
Hand wash 2 5 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
21 14.10.1.1 Vol-2, Pg -133 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 250 mm.
Kitchen Sink 2 4 8.00
Total 588,507.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 2 GL #VALUE!
Gents Toilets 4 FF #VALUE!
Ladies toiles 4 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 4 4.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 3 3.0
Gents Toilet 2 2.0
Ladies Toilet 2 2.0
Total Nos 0.0 #REF! #REF!
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Floor 4
RATE ANLYSIS OF SANITARY WORKS- 4 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 14.1.1 Vol-2, Pg -131 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. Each 4884.00 195.36 5079.36 253.97 5333.33 0.00 5333.33
2 14.3.1 Vol-2, Pg -131 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. Each 5977.00 239.08 6216.08 310.80 6526.88 0.00 6526.88
3 14.5.1 Vol-2, Pg -132 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Each 8642.00 345.68 8987.68 449.38 9437.06 0.00 9437.06
0 14.7.1 Vol-2, Pg -132 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Each 3082.00 123.28 3205.28 160.26 3365.54 0.00 3365.54
4 14.7.2 Vol-2, Pg -124 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single of 15 mm C.P. brass pillar taps. Each 2561.00 102.44 2663.44 133.17 2796.61 0.00 2796.61
5 14.16A Vol-2, Pg -134 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Each 272.00 10.88 282.88 14.14 297.02 0.00 297.02
6 14.22B Vol-2, Pg -135 Providing and fixing CP Brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. Each 5562.00 222.48 5784.48 289.22 6073.70 0.00 6073.70
7 14.31 Vol-2, Pg -136 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 1220.00 48.80 1268.80 63.44 1332.24 0.00 1332.24
8 14.39 Vol-2, Pg -137 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. Each 195.00 7.80 202.80 10.14 212.94 0.00 212.94
9 14.88.a Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 1081.00 43.24 1124.24 56.21 1180.45 0.00 1180.45
10 14.88.b Vol-2, Pg -144 Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2714.00 108.56 2822.56 141.13 2963.69 0.00 2963.69
11 14.92.a Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class a. Economy No. 718.00 28.72 746.72 37.34 784.06 0.00 784.06
12 14.92.b Vol-2, Pg -145 Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class b. Premium No. 2121.00 84.84 2205.84 110.29 2316.13 0.00 2316.13
13 14.93.a Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class a. Economy No. 839.00 33.56 872.56 43.63 916.19 0.00 916.19
14 14.93.b Vol-2, Pg -145 Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class b. Premium No. 2835.00 113.40 2948.40 147.42 3095.82 0.00 3095.82
15 14.33 Vol-2, Pg -136 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 906.00 36.24 942.24 47.11 989.35 0.00 989.35
16 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 0.00 411.00 20.55 431.55 0.00 431.55
17 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 4.52 117.52 5.88 123.40 0.00 123.40
18 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 113.92 2961.92 148.10 3110.02 0.00 3110.02
19 13.39 Vol-2, Pg - 124 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Each 2581.00 103.24 2684.24 134.21 2818.45 0.00 2818.45
20 13.38 Vol-2, Pg - 123 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:. Each 2532.00 101.28 2633.28 131.66 2764.94 0.00 2764.94
21 14.10.1.1 Vol-2, Pg -133 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 510x1040 mm bowl depth 250 mm. Each 5618.00 224.72 5842.72 292.14 6134.86 0.00 6134.86
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for Terrace Floor - 1 (Civil Works)
MEASUREMENTS AND ABSTRACT OF TERRACE FLOOR -1
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d #REF! #REF!
R C C Column From Floor to Floor
480.82 #REF! #REF! #REF!
2 SL No-9, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Columns
For Columns Concrete Cost
#REF! #REF! 480.82 #REF! #REF! #REF!
2.10.d #REF! R C C for Roof Beam
FLC Office-1 - Beam - BG12 1 6.94 0.45 1.20 3.75
FLC Office-1 - Beam - BG2 1 9.90 0.30 0.60 1.78
FLC Office-1 - Beam - BG10 1 9.90 0.45 0.75 3.34
FLC Office-1 - Beam - BG4 1 4.54 0.30 0.90 1.23
Curved Stair Case - FLC - Beam - BG14 0 7.20 0.23 0.90 0.00
Curved Stair Case - FLC - Beam - BG7 0 7.20 0.35 0.75 0.00
VIP Lounge -1 - Beam - BG4 3 7.11 0.30 0.90 5.76
Toilet - VIP-1 - Beam - BG4 1 1.80 0.30 0.90 0.49
Ent Lobby-Front Side - Beam - BG4 1 16.90 0.30 0.90 4.56
Ent Lobby-Front Side - Beam - BG16 2 16.90 0.35 1.20 14.20
Atrium - Front - Beam - BG2 1 8.75 0.30 0.60 1.58
Stair Case 2-B - Beam - BG13 0 3.05 0.75 0.90 0.00
FRC - Office-2 - Beam - BG12 1 6.94 0.45 1.20 3.75
FRC - Office-2 - Beam - BG2 1 9.90 0.30 0.60 1.78
FRC - Office-2 - Beam - BG10 1 9.90 0.45 0.75 3.34
FRC - Office-2 - Beam - BG4 1 4.54 0.30 0.90 1.23
Curved Stair Case - FRC - Beam - BG14 0 7.20 0.23 0.90 0.00
Meeting Hall-1 - Beam - BG11 1 6.97 0.45 0.90 2.82
Meeting Hall-1 - Beam - BG16 2 6.97 0.35 1.20 5.85
Corridor in between Meeting Hall 1 & 2 - Beam - BG11 1 2.50 0.45 0.90 1.01
Corridor in between Meeting Hall 1 & 2 - Beam - BG16 2 2.50 0.35 1.20 2.10
Corridor in between Meeting Hall 1 & 2 - Beam - BG12 1 2.50 0.45 1.20 1.35
Meeting Hall-2 - Beam - BG11 1 6.97 0.45 0.90 2.82
Meeting Hall-2 - Beam - BG16 2 6.97 0.35 1.20 5.85
Multipurpose Hall - Beam - BG16 4 16.90 0.35 1.20 28.39
Meeting Hall-3 - Beam - BG8 3 6.97 0.35 0.90 6.59
Meeting Hall-3 - Beam - BG16 1 6.97 0.35 1.20 2.93
Corridor in between Meeting Hall 3 & 4 - Beam - BG8 2 2.50 0.35 0.90 1.58
Corridor in between Meeting Hall 3 & 4 - Beam - BG12 1 2.50 0.45 1.20 1.35
Corridor in between Meeting Hall 3 & 4 - Beam - BG16 1 2.50 0.35 1.20 1.05
Meeting Hall-4 - Beam - BG8 3 6.97 0.35 0.90 6.59
Meeting Hall-4 - Beam - BG16 4 6.97 0.35 1.20 11.71
Left Lobby Lift-4 Maintenance - Beam - BG2 2 2.50 0.30 0.60 0.90
Maintenance - Beam - BG4 2 4.75 0.30 0.90 2.56
Passage to Ladies & Gents Toilets - Beam - BG4 2 1.50 0.30 0.90 0.81
Ladies & Gents Disabled Toilet - Beam - BG4 2 1.80 0.30 0.90 0.97
Ladies & Gents Toilet - Wash Basin - Beam - BG4 2 3.50 0.30 0.90 1.89
Ladies & Gents - WCs - Beam - BG2 6 1.50 0.30 0.60 1.62
Electrical Room - Beam - BG4 1 4.75 0.30 0.90 1.28
Electrical Room - Beam - BG2 1 4.75 0.30 0.60 0.85
Right Lobby Lift- Maintenance - Beam - BG2 2 2.50 0.30 0.60 0.90
RLC - Office-3 - Beam - BG4 1 12.84 0.30 0.90 3.47
Curved Stair Case - RLC - Beam - BG11 0 7.20 0.45 0.90 0.00
Lobby-Rear Side - Beam - BG4 1 16.90 0.30 0.90 4.56
Lobby-Rear Side - Beam - BG16 1 16.90 0.35 1.20 7.10
Atrium - Rear - Beam - BG2 1 8.75 0.30 0.60 1.58
Stair Case 7-B - Beam - BG13 0 3.05 0.75 0.90 0.00
VIP Lounge -2 - Beam - BG4 4 7.11 0.30 0.90 7.68
Toilet - VIP-2 - Beam - BG4 1 1.80 0.30 0.90 0.49
RLC - Office-3 - Beam - BG4 1 12.84 0.30 0.90 3.47
Curved Stair Case - RRC - Beam - BG11 0 7.20 0.45 0.90 0.00
Passage infront of toilet - Beam - BG9 1 13.06 0.45 0.60 3.53
Passage infront of toilet - Beam - BG10 1 14.31 0.45 0.75 4.83
FLC Office-1 - Beam - BG3 1 4.54 0.30 0.75 1.02
FLC Office-1 - Beam - BG8 1 8.71 0.35 0.90 2.74
FLC Office-1 - Beam - BG11 1 14.94 0.45 0.90 6.05
Curved Stair Case - FLC - Beam - BG10 0 1.20 0.45 0.75 0.00
Curved Stair Case - FLC - Beam - BG11 0 1.20 0.45 0.90 0.00
VIP Lounge -1 - Beam - BG8 1 19.96 0.35 0.90 6.29
Toilet - VIP-1 - Beam - BG8 0 2.10 0.35 0.90 0.00
Ent Lobby-Front Side - Beam - BG11 2 11.43 0.45 0.90 9.26
Ent Lobby-Front Side - Beam - BG2 2 2.50 0.30 0.60 0.90
Ent Lobby-Front Side - Beam - BG16 2 8.93 0.35 1.20 7.50
Atrium - Front - Beam - BG2 0 8.75 0.30 0.60 0.00
Stair Case 2-B - Beam - BG13 0 7.77 0.75 0.90 0.00
FRC - Office-2 - Beam - BG4 1 4.54 0.30 0.90 1.23
FRC - Office-2 - Beam - BG10 1 8.71 0.45 0.75 2.94
Curved Stair Case - FRC - Beam - BG10 0 1.20 0.45 0.75 0.00
Curved Stair Case - FRC - Beam - BG11 0 1.20 0.45 0.90 0.00
Meeting Hall-1 - Beam - BG11 1 8.00 0.45 0.90 3.24
Meeting Hall-1 - Beam - BG16 1 11.77 0.35 1.20 4.94
Meeting Hall-1 - Beam - BG3 1 3.77 0.30 0.75 0.85
Corridor in between Meeting Hall 1 & 2 - Beam - BG13 0 2.00 0.75 0.90 0.00
Meeting Hall-2 - Beam - BG11 1 8.00 0.45 0.90 3.24
Meeting Hall-2 - Beam - BG16 1 11.77 0.35 1.20 4.94
Meeting Hall-2 - Beam - BG3 1 3.77 0.30 0.75 0.85
Multipurpose Hall - Beam - BG3 2 17.97 0.30 0.75 8.09
Multipurpose Hall - Beam - BG16 4 17.97 0.35 1.20 30.19
Meeting Hall-3 - Beam - BG3 1 11.77 0.30 0.75 2.65
Meeting Hall-3 - Beam - BG16 1 8.00 0.35 1.20 3.36
Meeting Hall-3 - Beam - BG12 1 3.77 0.45 1.20 2.04
Corridor in between Meeting Hall 3 & 4 - Beam - BG10 0 3.00 0.45 0.75 0.00
Corridor in between Meeting Hall 3 & 4 - Beam - BG13 0 3.00 0.75 0.90 0.00
Meeting Hall-4 - Beam - BG3 1 11.77 0.30 0.75 2.65
Meeting Hall-4 - Beam - BG16 1 8.00 0.35 1.20 3.36
Meeting Hall-4 - Beam - BG12 1 3.77 0.45 1.20 2.04
Left Lobby Lift-4 Maintenance - Beam - BG2 2 2.40 0.30 0.60 0.86
Maintenance - Beam - BG3 1 3.25 0.30 0.75 0.73
Passage to Ladies & Gents Toilets - Beam - BG3 2 4.78 0.30 0.75 2.15
Ladies & Gents Disabled Toilet - Beam - BG3 2 1.50 0.30 0.75 0.68
Ladies & Gents Toilet - Wash Basin - Beam - BG3 2 4.55 0.30 0.75 2.05
Ladies & Gents - WCs - Beam - BG3 8 1.05 0.30 0.75 1.89
Electrical Room - Beam - BG3 2 3.25 0.30 0.75 1.46
Right Lobby Lift- Maintenance - Beam - BG2 2 2.40 0.30 0.60 0.86
RLC - Office-3 - Beam - BG4 1 12.84 0.30 0.90 3.47
Curved Stair Case - RLC - Beam - BG10 1 1.20 0.45 0.75 0.41
Curved Stair Case - RLC - Beam - BG11 1 1.20 0.45 0.90 0.49
Lobby-Rear Side - Beam - BG8 2 12.21 0.35 0.90 7.69
Lobby-Rear Side - Beam - BG16 2 12.21 0.35 1.20 10.25
Atrium - Rear - Beam - BG2 2 1.30 0.30 0.60 0.47
Stair Case 7-B - Beam - BG13 0 7.77 0.75 0.90 0.00
VIP Lounge -2 - Beam - BG8 1 21.65 0.35 0.90 6.82
VIP Lounge -2 - Beam - BG2 1 1.20 0.30 0.60 0.22
Toilet - VIP-2 - Beam - BG10 0 2.10 0.45 0.75 0.00
RRC - Office-4 - Beam - BG4 1 12.84 0.30 0.90 3.47
Curved Stair Case - RRC - Beam - BG9 1 1.20 0.45 0.60 0.32
Curved Stair Case - RRC - Beam - BG7 1 1.20 0.35 0.75 0.32
Passage infront of toilet - Beam - BG2 4 2.50 0.30 0.60 1.80
Passage infront of toilet - Beam - BG3 1 2.50 0.30 0.75 0.56
404.80 #REF! #REF! #REF!
3 SL No-14, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Beams
For RCC Beams Concrete Cost
#REF! #REF! 404.80 #REF! #REF! #REF!
2.10.d #REF! RCC For Slab
Curved Stair Case - FLC 0 7.20 1.20 0.15 0.00
Ent Lobby-Front Side 1 16.90 7.77 0.15 19.70
Roof Cut for Future Provision - EL -1 3.00 8.00 0.15 -3.60
Curved Stair Case - FRC 1 7.20 1.20 0.15 1.30
Corridor in between Meeting Hall 1 & 2 1 2.50 12.43 0.15 4.66
Multipurpose Hall 1 16.90 17.97 0.15 45.55
Corridor in between Meeting Hall 3 & 4 1 2.50 12.43 0.15 4.66
Lift A Type Maintenance - 4 Nos 4 1.70 2.30 0.15 2.35
Left Lobby Lift-4 Maintenance 1 2.50 2.40 0.15 0.90
Maintenance 1 4.75 3.25 0.15 2.31
Passage to Ladies & Gents Toilets 2 1.50 4.78 0.15 2.15
Ladies & Gents Disabled Toilet 2 1.80 1.50 0.15 0.81
Ladies & Gents Toilet - Wash Basin 2 3.50 4.55 0.15 4.77
Ladies & Gents - WCs 8 1.50 1.05 0.15 1.89
Electrical Room 1 4.75 3.25 0.15 2.31
Right Lobby Lift- Maintenance 1 2.50 2.40 0.15 0.90
Curved Stair Case - RLC 0 7.20 1.20 0.15 0.00
Lobby-Rear Side 1 16.90 7.77 0.15 19.70
Roof Cut for Future Provision - RL -1 3.00 8.00 0.15 -3.60
Curved Stair Case - RRC 1 7.20 1.20 0.15 1.30
Passage infront of Toilet 1 16.34 2.50 0.15 6.13
Wall for RCC Water Tank Both Side 2 15.90 2.50 0.20 15.90
Wall for RCC Water Tank Both Side 0 4.60 2.50 0.20 0.00
Cover Slab For RCC Water Tank 2 4.95 3.40 0.15 5.05
Coving to Expansion Joints Left & Right 4 11.89 1.10 0.10 5.23
Coving to Expansion Joints Front & Rear 4 18.20 1.10 0.10 8.01
Outer Slab Projection Alround (Deducting Lobby Area) 1 372.14 0.50 0.15 27.91
Parapet wall Pillars Corner Balcony 16 0.45 0.45 1.20 3.89
Triangular Roof like Architectural projection 8 8.00 1.50 0.15 14.40
Parapet wall Pillars for Balcony Beside Lobby 8 0.45 0.45 1.20 1.94
Triangular Roof like Architectural projection 4 8.00 1.50 0.15 7.20
328.30 #REF! #REF! #REF!
4 SL No-15, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
#REF! #REF! 328.30 #REF! #REF! #REF!
2.10.d #REF! R C C for Staircase
Beams-5 Curved 4 4.20 0.30 0.45 2.27
Landing -5 Curved 4 1.20 1.000 0.15 0.72
Waist Slab -5 Curved 4 4.50 1.20 0.15 3.24
Waist Slab -5 Curved 4 4.50 0.150 0.20 0.54
34.38 #REF! #REF! #REF!
5 SL No-16, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for StairCase
For StairCase Concrete Cost
#REF! #REF! 34.38 #REF! #REF! #REF!
6 2.10.b #REF! #REF!
Sill for for 23 cm Brick masonry wall
Curved Stair Case - FLC 0 7.20 0.230 0.100 0.00
Ent Lobby-Front Side 2 16.90 0.230 0.100 0.78
Roof Cut for Future Provision - EL 0 3.00 0.230 0.100 0.00
Curved Stair Case - FRC 0 7.20 0.230 0.100 0.00
Corridor in between Meeting Hall 1 & 2 0 2.50 0.230 0.100 0.00
Multipurpose Hall 1 54.54 0.230 0.100 1.25
Corridor in between Meeting Hall 3 & 4 0 2.50 0.230 0.100 0.00
Lift A Type Maintenance - 4 Nos 8 1.70 0.230 0.100 0.31
Left Lobby Lift-4 Maintenance 2 2.50 0.230 0.100 0.12
Maintenance 2 4.75 0.230 0.100 0.22
Passage to Ladies & Gents Toilets 2 1.50 0.230 0.100 0.07
Ladies & Gents Disabled Toilet 2 1.80 0.115 0.100 0.04
Ladies & Gents Toilet - Wash Basin 2 5.80 0.230 0.100 0.27
Ladies & Gents - WCs 6 1.50 0.230 0.100 0.21
Electrical Room 2 4.75 0.230 0.100 0.22
Right Lobby Lift- Maintenance 2 2.50 0.230 0.100 0.12
Curved Stair Case - RLC 0 7.20 0.230 0.100 0.00
Lobby-Rear Side 2 16.90 0.230 0.100 0.78
Roof Cut for Future Provision - RL 0 3.00 0.230 0.100 0.00
Curved Stair Case - RRC 0 7.20 0.230 0.100 0.00
Passage infront of Toilet 1 28.70 0.230 0.100 0.66
Parapet wall for outer Periphery 4 554.52 0.230 0.100 51.02
Parapet wall for Corner Balcony 8 3.50 0.230 0.100 0.64
Triangular Roof like Architectural projection 8 8.00 0.230 0.100 1.47
Parapet wall for Balcony both side Beside Lobby 4 3.50 0.230 0.100 0.32
Triangular Roof like Architectural projection 4 8.00 0.230 0.100 0.74
Curved Stair Case - FLC 0 1.20 0.230 0.100 0.00
Ent Lobby-Front Side 4 7.77 0.230 0.100 0.71
Roof Cut for Future Provision - EL 1 8.00 0.230 0.100 0.18
Curved Stair Case - FRC 0 1.20 0.230 0.100 0.00
Corridor in between Meeting Hall 1 & 2 2 12.43 0.115 0.100 0.29
Multipurpose Hall 0 17.97 0.230 0.100 0.00
Corridor in between Meeting Hall 3 & 4 2 12.43 0.115 0.100 0.29
Lift A Type Maintenance - 4 Nos 8 2.30 0.230 0.100 0.42
Left Lobby Lift-4 Maintenance 2 2.40 0.230 0.100 0.11
Maintenance 1 3.25 0.230 0.100 0.07
Passage to Ladies & Gents Toilets 2 4.78 0.230 0.100 0.22
Ladies & Gents Disabled Toilet 2 1.50 0.115 0.100 0.03
Ladies & Gents Toilet - Wash Basin 2 4.55 0.230 0.100 0.21
Ladies & Gents - WCs 8 1.05 0.115 0.100 0.10
Electrical Room 1 3.25 0.230 0.100 0.07
Right Lobby Lift- Maintenance 2 2.40 0.230 0.100 0.11
Curved Stair Case - RLC 0 1.20 0.230 0.100 0.00
Lobby-Rear Side 4 7.77 0.230 0.100 0.71
Roof Cut for Future Provision - RL 1 8.00 0.230 0.100 0.18
Curved Stair Case - RRC 0 1.20 0.230 0.100 0.00
Passage infront of Toilet 0 2.50 0.230 0.100 0.00
Parapet wall for Corner Balcony 24 1.20 0.230 0.100 0.66
Gents Toilet WCs 8 2.70 0.115 0.100 0.25
Ladies Toilet WCs 8 2.70 0.115 0.100 0.25
R C C Lintel Beam
Curved Stair Case - FLC 0 7.20 0.23 0.20 0.00
Ent Lobby-Front Side 2 16.90 0.23 0.20 1.55
Curved Stair Case - FRC 0 7.20 0.23 0.20 0.00
Meeting Hall-1 1 6.97 0.12 0.20 0.16
Corridor in between Meeting Hall 1 & 2 0 2.50 0.23 0.20 0.00
Meeting Hall-2 1 6.97 0.12 0.20 0.16
Multipurpose Hall 1 54.54 0.23 0.20 2.51
Meeting Hall-3 1 6.97 0.12 0.20 0.16
Corridor in between Meeting Hall 3 & 4 0 2.50 0.23 0.20 0.00
Meeting Hall-4 1 6.97 0.12 0.20 0.16
Maintenance 2 4.75 0.23 0.20 0.44
Passage to Ladies & Gents Toilets 2 1.50 0.23 0.20 0.14
Ladies & Gents Disabled Toilet 2 1.80 0.12 0.20 0.08
Ladies & Gents Toilet - Wash Basin 2 5.80 0.23 0.20 0.53
Ladies & Gents - WCs 6 1.50 0.23 0.20 0.41
Electrical Room 2 4.75 0.23 0.20 0.44
Curved Stair Case - RLC 0 7.20 0.23 0.20 0.00
Lobby-Rear Side 2 16.90 0.23 0.20 1.55
Roof Cut for Future Provision - RL 0 3.00 0.23 0.20 0.00
Curved Stair Case - RRC 0 7.20 0.23 0.20 0.00
Curved Stair Case - FLC 0 1.20 0.23 0.20 0.00
Ent Lobby-Front Side 4 7.77 0.23 0.20 1.43
Atrium - Front 0 1.00 0.23 0.20 0.00
Curved Stair Case - FRC 0 1.20 0.23 0.20 0.00
Corridor in between Meeting Hall 1 & 2 2 12.43 0.23 0.20 1.14
Multipurpose Hall 0 17.97 0.23 0.20 0.00
Corridor in between Meeting Hall 3 & 4 2 12.43 0.23 0.20 1.14
Maintenance 1 3.25 0.23 0.20 0.15
Passage to Ladies & Gents Toilets 2 4.78 0.23 0.20 0.44
Ladies & Gents Disabled Toilet 2 1.50 0.23 0.20 0.14
Ladies & Gents Toilet - Wash Basin 2 4.55 0.23 0.20 0.42
Ladies & Gents - WCs 8 1.05 0.23 0.20 0.39
Electrical Room 1 3.25 0.23 0.20 0.15
Curved Stair Case - RLC 0 1.20 0.23 0.20 0.00
Lobby-Rear Side 4 7.77 0.23 0.20 1.43
Curved Stair Case - RRC 0 1.20 0.23 0.20 0.00
Lintel For Partition Wall
Gents Toilet WCs 8 2.70 0.12 0.20 0.50
Ladies Toilet WCs 8 2.70 0.12 0.20 0.50
Screen Concrete 1 3616.91 0.075 271.27
378.47 #REF! #REF! #REF!
7 SL No-14, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for StairCase
For Lintel & Sill Concrete Cost
#REF! #REF! 378.47 #REF! #REF! #REF!
2.10.b #REF! R C C for Chajja
Periphery of the Building 0.00 329.24 0.60 0.100 0.00
Periphery of the Building 1.00 211.00 0.60 0.100 126.60
Horizontal 0.00
Projection for Shelf 4 11.77 0.60 0.100 2.82
137.83 #REF! #REF! #REF!
8 SL No-19, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Chejja
For RCC Chejja Concrete Cost
#REF! #REF! 137.83 #REF! #REF! #REF!
9 6.31 #REF! #REF!
BBM From FF To SF
Curved Stair Case - FLC 0 7.20 0.230 3.68 0.00
Ent Lobby-Front Side 2 16.90 0.230 3.68 28.64
Roof Cut for Future Provision - EL 0 3.00 0.230 1.20 0.00
Curved Stair Case - FRC 0 7.20 0.230 3.68 0.00
Corridor in between Meeting Hall 1 & 2 0 2.50 0.230 3.68 0.00
Multipurpose Hall 1 54.54 0.230 3.68 46.22
Corridor in between Meeting Hall 3 & 4 0 2.50 0.230 3.68 0.00
Lift A Type Maintenance - 4 Nos 8 1.70 0.230 3.00 9.38
Left Lobby Lift-4 Maintenance 2 2.50 0.230 3.00 3.45
Maintenance 2 4.75 0.230 3.68 8.04
Passage to Ladies & Gents Toilets 2 1.50 0.230 3.68 2.54
Ladies & Gents Disabled Toilet 2 1.80 0.115 3.68 1.53
Ladies & Gents Toilet - Wash Basin 2 5.80 0.230 3.68 9.82
Ladies & Gents - WCs 6 1.50 0.230 3.68 7.63
Electrical Room 2 4.75 0.230 3.68 8.04
Right Lobby Lift- Maintenance 2 2.50 0.230 3.00 3.45
Curved Stair Case - RLC 0 7.20 0.230 3.68 0.00
Lobby-Rear Side 2 16.90 0.230 3.68 28.64
Roof Cut for Future Provision - RL 0 3.00 0.230 3.68 0.00
Curved Stair Case - RRC 0 7.20 0.230 3.68 0.00
Passage infront of Toilet 1 28.70 0.230 1.20 7.92
Parapet wall for outer Periphery 4 554.52 0.230 1.20 612.19
Parapet wall for Corner Balcony 8 3.50 0.230 1.20 7.73
Triangular Roof like Architectural projection 8 8.00 0.230 0.90 13.25
Parapet wall for Balcony both side Beside Lobby 4 3.50 0.230 1.20 3.86
Triangular Roof like Architectural projection 4 8.00 0.230 0.90 6.62
Curved Stair Case - FLC 0 1.20 0.230 3.68 0.00
Ent Lobby-Front Side 4 7.77 0.230 3.68 26.34
Roof Cut for Future Provision - EL 1 8.00 0.230 1.20 2.21
Curved Stair Case - FRC 0 1.20 0.230 3.68 0.00
Corridor in between Meeting Hall 1 & 2 2 12.43 0.115 3.68 10.53
Multipurpose Hall 0 17.97 0.230 3.68 0.00
Corridor in between Meeting Hall 3 & 4 2 12.43 0.115 3.68 10.53
Lift A Type Maintenance - 4 Nos 8 2.30 0.230 3.00 12.70
Left Lobby Lift-4 Maintenance 2 2.40 0.230 3.00 3.31
Maintenance 1 3.25 0.230 3.68 2.75
Passage to Ladies & Gents Toilets 2 4.78 0.230 3.68 8.09
Ladies & Gents Disabled Toilet 2 1.50 0.115 3.68 1.27
Ladies & Gents Toilet - Wash Basin 2 4.55 0.230 3.68 7.70
Ladies & Gents - WCs 8 1.05 0.115 3.68 3.56
Electrical Room 1 3.25 0.230 3.68 2.75
Right Lobby Lift- Maintenance 2 2.40 0.230 3.00 3.31
Curved Stair Case - RLC 0 1.20 0.230 3.68 0.00
Lobby-Rear Side 4 7.77 0.230 3.68 26.34
Roof Cut for Future Provision - RL 1 8.00 0.230 1.20 2.21
Curved Stair Case - RRC 0 1.20 0.230 3.68 0.00
Passage infront of Toilet 0 2.50 0.230 1.20 0.00
Parapet wall for Corner Balcony 24 1.20 0.230 1.20 7.95
Ventilators 0 0.00 0.230 0.00 0.00
O1- StairCase B type 0 7.77 3.85 0.00
O2- Passage Infront of Toilet 0 28.69 2.30 0.00
O3- Roof Cut Portion 0 8.00 2.30 0.00
O4- Lift Lobby 0 1.50 2.10 0.00
O5- Curved StairCase 0 7.20 3.85 0.00
Lintel Qty -378.47
813.52 #REF! #REF! #REF!
10 6.15 #REF! #REF!
Gents Toilet WCs 8 2.70 3.50 75.60
Ladies Toilet WCs 8 2.70 3.50 75.60
165.15 #REF! #REF! #REF!
11 2.11.a #REF! #REF!
Lintel Beam @ 150 Kg/Cum 150 378.47 56771.20
Slab Beam @ 200 Kg/Cum 200 404.80 80960.00
Stair case @ 45 Kg/Cum 45 34.38 1547.10
Steel Measurement sheet attached 0.00
3.50 #REF! #REF! #REF!
13 12.51 #REF! #REF!
Fixing Door & Window Frames
44 44.00 #REF! #REF! #REF!
14 12.17 #REF! #REF!
Providing & Fixing Wooden Door
106.88 #REF! #REF! #REF!
Providing & Fixing Flush Door
6.12 #REF! #REF! #REF!
16 12.59 #REF! #REF!
4.00 #REF! #REF! #REF!
17 12.43 #REF! #REF!
Ventilator Above Door
72.53 #REF! #REF! #REF!
18 11.47 #REF! #REF!
Providing & Fixing Door Mortice Door Latch x 2
74.00 #REF! #REF! #REF!
Providing & Fixing Door Tower Bolt
37.00 #REF! #REF! #REF!
Providing & Fixing Door Handles x 2
74.00 #REF! #REF! #REF!
Providing & Fixing Door Butt Hinges x 4
148.00 #REF! #REF! #REF!
Door Frame for Toilets
SD - Toilet. 2 5.30 10.60
52.20 #REF! #REF! #REF!
23 12.92 #REF! #REF!
Door PVC Shutters
17.22 #REF! #REF! #REF!
176.49 #REF! #REF! #REF!
25 12.85 #REF! #REF!
UPVC Ventilators
5.40 #REF! #REF! #REF!
26 11.34B #REF! #REF!
Grill work for windows
EXTRA GRILL THAN WINDOWS
Below Dome 0 1.50 2.50 0.00
Below Dome 0 1.20 2.50 0.00
Curved StaiCase Door 2 2.00 3.00 12.00
Curved StaiCase Verticle 4 1.20 3.00 14.40
M S Grill @ 25Kg/Cum 25 7742.25 #REF! #REF! #REF!
27 11.28 #REF! #REF!
Hand Rail for Staircase
Steps-5 Curved 124 2.50 1.00 310.00
Landing -5 Curved 4 2.00 1.00 8.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -5 Curved 4 4.50 1.00 18.00
Waist Slab -5 Curved 4 4.50 1.00 18.00
Extra SS Hand Rails
Disabled toilets 4 5.70 0.30 6.84
Right Corridor OTS SIDE 2 28.07 0.60 33.68
Roof Cut Portion 2 11.00 0.60 13.20
Stair Case B Type 2 4.70 0.60 5.64
Considering 25 kg /sqm 593.38
14834.60 #REF! #REF! #REF!
28 8.1.1 #REF! #REF!
Interior Plaster
Curved Stair Case - FLC 1 16.80 3.74 62.82
Ent Lobby-Front Side 1 49.34 3.74 184.50
Atrium - Front 0 54.12 3.74 0.00
Roof Cut for Future Provision - EL 0 22.00 3.74 0.00
Stair Case 2-B 1 21.64 3.74 80.92
Curved Stair Case - FRC 1 16.80 3.74 62.82
Meeting Hall-1 1 37.48 3.74 140.15
Corridor in between Meeting Hall 1 & 2 1 29.86 3.74 111.66
Meeting Hall-2 1 37.48 3.74 140.15
Multipurpose Hall 1 69.74 3.74 260.78
Meeting Hall-3 1 37.48 3.74 140.15
Corridor in between Meeting Hall 3 & 4 1 29.86 3.74 111.66
Meeting Hall-4 1 37.48 3.74 140.15
Lift A Type Maintenance - 4 Nos 4 8.00 3.74 119.66
Left Lobby Lift-4 Maintenance 1 9.80 3.74 36.65
Maintenance 1 15.98 3.74 59.75
Passage to Ladies & Gents Toilets 2 12.55 3.74 93.86
Ladies & Gents Disabled Toilet 2 6.60 3.74 49.36
Ladies & Gents Toilet - Wash Basin 2 16.09 3.74 120.33
Ladies & Gents - WCs 8 5.10 3.74 152.56
Electrical Room 1 15.98 3.74 59.75
Right Lobby Lift- Maintenance 1 9.80 3.74 36.65
Curved Stair Case - RLC 1 16.80 3.74 62.82
Lobby-Rear Side 1 49.34 3.74 184.50
Atrium - Rear 0 54.12 3.74 0.00
Roof Cut for Future Provision - RL 0 22.00 3.74 0.00
Stair Case 7-B 1 21.64 3.74 80.92
Curved Stair Case - RRC 1 16.80 3.74 62.82
Passage infront of Toilet 1 62.40 3.74 233.33
Interior Plaster
Loft/Racks 0 0.00 3.86 0.00
Parapet wall for Corner Balcony 8 9.40 3.86 290.06
Parapet wall for Balcony Beside Lobby 4 9.40 3.86 145.03
Lift Room A Type 4 8.00 3.86 123.43
Lift Room Left & Right Lobby 2 9.80 3.86 75.60
Deduct 1/2 the area of the door & window openings
O1- StairCase B type 2 7.77 3.85 -59.83
O2- Passage Infront of Toilet 2 28.69 2.30 -131.97
O3- Roof Cut Portion 2 8.00 2.30 -36.80
O4- Lift Lobby 2 1.50 2.10 -6.30
O5- Curved StairCase 4 7.20 3.85 -110.88
Beam sides PLASTER
FLC Office-1 - Beam - BG12 1 6.94 2.55 17.69
FLC Office-1 - Beam - BG2 1 9.90 1.20 11.89
FLC Office-1 - Beam - BG10 1 9.90 1.65 16.34
FLC Office-1 - Beam - BG4 1 4.54 1.80 8.17
Curved Stair Case - FLC - Beam - BG14 0 7.20 1.73 0.00
Curved Stair Case - FLC - Beam - BG7 0 7.20 1.55 0.00
VIP Lounge -1 - Beam - BG4 3 7.11 1.80 38.39
Ante - VIP-1 - Beam - BG4 1 4.95 1.80 8.90
Toilet - VIP-1 - Beam - BG4 1 1.80 1.80 3.24
Ent Lobby-Front Side - Beam - BG4 1 16.90 1.80 30.42
Ent Lobby-Front Side - Beam - BG16 2 16.90 2.45 82.81
Atrium - Front - Beam - BG2 1 8.75 1.20 10.50
Stair Case 2-B - Beam - BG13 0 3.05 2.25 0.00
Pantry-1 - Beam - BG9 4 7.11 1.35 38.39
FRC - Office-2 - Beam - BG12 1 6.94 2.55 17.69
FRC - Office-2 - Beam - BG2 1 9.90 1.20 11.89
FRC - Office-2 - Beam - BG10 1 9.90 1.65 16.34
FRC - Office-2 - Beam - BG4 1 4.54 1.80 8.17
Curved Stair Case - FRC - Beam - BG14 0 7.20 1.73 0.00
Meeting Hall-1 - Beam - BG11 1 6.97 1.95 13.59
Meeting Hall-1 - Beam - BG16 2 6.97 2.45 34.15
Corridor in between Meeting Hall 1 & 2 - Beam - BG11 1 2.50 1.95 4.88
Corridor in between Meeting Hall 1 & 2 - Beam - BG16 2 2.50 2.45 12.25
Corridor in between Meeting Hall 1 & 2 - Beam - BG12 1 2.50 2.55 6.38
Meeting Hall-2 - Beam - BG11 1 6.97 1.95 13.59
Meeting Hall-2 - Beam - BG16 2 6.97 2.45 34.15
Multipurpose Hall - Beam - BG16 4 16.90 2.45 165.62
Meeting Hall-3 - Beam - BG8 3 6.97 1.85 38.68
Meeting Hall-3 - Beam - BG16 1 6.97 2.45 17.08
Corridor in between Meeting Hall 3 & 4 - Beam - BG8 2 2.50 1.85 9.25
Corridor in between Meeting Hall 3 & 4 - Beam - BG12 1 2.50 2.55 6.38
Corridor in between Meeting Hall 3 & 4 - Beam - BG16 1 2.50 2.45 6.13
Meeting Hall-4 - Beam - BG8 3 6.97 1.85 38.68
Meeting Hall-4 - Beam - BG16 4 6.97 2.45 68.31
Left Lobby Lift-4 Maintenance - Beam - BG2 2 2.50 1.20 6.00
Maintenance - Beam - BG4 2 4.75 1.80 17.08
Passage to Ladies & Gents Toilets - Beam - BG4 2 1.50 1.80 5.40
Ladies & Gents Disabled Toilet - Beam - BG4 2 1.80 1.80 6.48
Ladies & Gents Toilet - Wash Basin - Beam - BG4 2 3.50 1.80 12.60
Ladies & Gents - WCs - Beam - BG2 6 1.50 1.20 10.80
Electrical Room - Beam - BG4 1 4.75 1.80 8.54
Electrical Room - Beam - BG2 1 4.75 1.20 5.69
Right Lobby Lift- Maintenance - Beam - BG2 2 2.50 1.20 6.00
RLC - Office-3 - Beam - BG4 1 12.84 1.80 23.11
RLC - Office-3 - Beam - BG10 1 15.03 1.65 24.80
Curved Stair Case - RLC - Beam - BG11 0 7.20 1.95 0.00
Pantry-2 - Beam - BG4 4 7.10 1.80 51.12
Lobby-Rear Side - Beam - BG4 1 16.90 1.80 30.42
Lobby-Rear Side - Beam - BG16 1 16.90 2.45 41.41
Atrium - Rear - Beam - BG2 1 8.75 1.20 10.50
Stair Case 7-B - Beam - BG13 0 3.05 2.25 0.00
VIP Lounge -2 - Beam - BG4 4 7.11 1.80 51.19
Ante - VIP-2 - Beam - BG4 1 4.95 1.80 8.90
Toilet - VIP-2 - Beam - BG4 1 1.80 1.80 3.24
RLC - Office-3 - Beam - BG4 1 12.84 1.80 23.11
RLC - Office-3 - Beam - BG10 1 15.03 1.65 24.80
Curved Stair Case - RRC - Beam - BG11 0 7.20 1.95 0.00
Passage infront of toilet - Beam - BG9 1 13.06 1.35 17.63
Passage infront of toilet - Beam - BG10 1 14.31 1.65 23.61
FLC Office-1 - Beam - BG3 1 4.54 1.50 6.81
FLC Office-1 - Beam - BG8 1 8.71 1.85 16.10
FLC Office-1 - Beam - BG11 1 14.94 1.95 29.14
Curved Stair Case - FLC - Beam - BG10 0 1.20 1.65 0.00
Curved Stair Case - FLC - Beam - BG11 0 1.20 1.95 0.00
VIP Lounge -1 - Beam - BG8 1 19.96 1.85 36.92
Ante - VIP-1 - Beam - BG8 1 2.10 1.85 3.89
Toilet - VIP-1 - Beam - BG8 0 2.10 1.85 0.00
Ent Lobby-Front Side - Beam - BG11 2 11.43 1.95 44.58
Ent Lobby-Front Side - Beam - BG2 2 2.50 1.20 6.00
Ent Lobby-Front Side - Beam - BG16 2 8.93 2.45 43.76
Atrium - Front - Beam - BG2 0 8.75 1.20 0.00
Stair Case 2-B - Beam - BG13 0 7.77 2.25 0.00
Pantry-1 - Beam - BG8 1 20.81 1.85 38.49
FRC - Office-2 - Beam - BG4 1 4.54 1.80 8.17
FRC - Office-2 - Beam - BG10 1 8.71 1.65 14.36
FRC - Office-2 - Beam - BG11 1 15.35 1.95 29.94
Curved Stair Case - FRC - Beam - BG10 0 1.20 1.65 0.00
Curved Stair Case - FRC - Beam - BG11 0 1.20 1.95 0.00
Meeting Hall-1 - Beam - BG11 1 8.00 1.95 15.60
Meeting Hall-1 - Beam - BG16 1 11.77 2.45 28.84
Meeting Hall-1 - Beam - BG3 1 3.77 1.50 5.66
Corridor in between Meeting Hall 1 & 2 - Beam - BG13 0 2.00 2.25 0.00
Meeting Hall-2 - Beam - BG11 1 8.00 1.95 15.60
Meeting Hall-2 - Beam - BG16 1 11.77 2.45 28.84
Meeting Hall-2 - Beam - BG3 1 3.77 1.50 5.66
Multipurpose Hall - Beam - BG3 2 17.97 1.50 53.91
Multipurpose Hall - Beam - BG16 4 17.97 2.45 176.11
Meeting Hall-3 - Beam - BG3 1 11.77 1.50 17.66
Meeting Hall-3 - Beam - BG16 1 8.00 2.45 19.60
Meeting Hall-3 - Beam - BG12 1 3.77 2.55 9.61
Corridor in between Meeting Hall 3 & 4 - Beam - BG10 0 3.00 1.65 0.00
Corridor in between Meeting Hall 3 & 4 - Beam - BG13 0 3.00 2.25 0.00
Meeting Hall-4 - Beam - BG3 1 11.77 1.50 17.66
Meeting Hall-4 - Beam - BG16 1 8.00 2.45 19.60
Meeting Hall-4 - Beam - BG12 1 3.77 2.55 9.61
Left Lobby Lift-4 Maintenance - Beam - BG2 2 2.40 1.20 5.76
Maintenance - Beam - BG3 1 3.25 1.50 4.87
Passage to Ladies & Gents Toilets - Beam - BG3 2 4.78 1.50 14.33
Ladies & Gents Disabled Toilet - Beam - BG3 2 1.50 1.50 4.50
Ladies & Gents Toilet - Wash Basin - Beam - BG3 2 4.55 1.50 13.64
Ladies & Gents - WCs - Beam - BG3 8 1.05 1.50 12.60
Electrical Room - Beam - BG3 2 3.25 1.50 9.74
Right Lobby Lift- Maintenance - Beam - BG2 2 2.40 1.20 5.76
RLC - Office-3 - Beam - BG4 1 12.84 1.80 23.11
RLC - Office-3 - Beam - BG10 1 15.03 1.65 24.80
Curved Stair Case - RLC - Beam - BG10 1 1.20 1.65 1.98
Curved Stair Case - RLC - Beam - BG11 1 1.20 1.95 2.34
Lobby-Rear Side - Beam - BG8 2 12.21 1.85 45.16
Lobby-Rear Side - Beam - BG16 2 12.21 2.45 59.81
Atrium - Rear - Beam - BG2 2 1.30 1.20 3.12
Stair Case 7-B - Beam - BG13 0 7.77 2.25 0.00
VIP Lounge -2 - Beam - BG8 1 21.65 1.85 40.05
VIP Lounge -2 - Beam - BG2 1 1.20 1.20 1.44
Ante - VIP-2 - Beam - BG10 1 2.10 1.65 3.47
Toilet - VIP-2 - Beam - BG10 0 2.10 1.65 0.00
RRC - Office-4 - Beam - BG4 1 12.84 1.80 23.11
RRC - Office-4 - Beam - BG10 1 15.03 1.65 24.80
Curved Stair Case - RRC - Beam - BG9 1 1.20 1.35 1.62
Curved Stair Case - RRC - Beam - BG7 1 1.20 1.55 1.86
Passage infront of toilet - Beam - BG2 4 2.50 1.20 12.00
Passage infront of toilet - Beam - BG3 1 2.50 1.50 3.75
6307.49 #REF! #REF! #REF!
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 156 2496.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 960.01 960.01
3456.01 #REF! #REF! #REF!
30 8.9 #REF! #REF!
Add two Times the Chajja Arrea 2 1378.30 2756.60
Exterior Plaster
Parapet wall for Corner Balcony 24 1.20 2.63 75.74
Parapet wall Around Periphery & OTS 1 554.52 2.63 1458.39
Lift Room A Type 4 8.00 3.20 102.40
Corner Rooms at 4 Corners 4 74.00 4.00 1184.00
Triangular Roof like Architectural projection 8 8.00 2.63 168.32
Lift Room Left & Right Lobby 2 9.80 3.20 62.72
Architectural Beatification for Columns 50 2.50 4.50 562.50
Architectural Beatification for Parapett 1 236.32 2.50 590.80
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
Ventilators 0 0.00 0.00 0.00
Washing Platform 0.00
7606.61 #REF! #REF! #REF!
31 8.80. #REF! #REF!
Plastering Groove at 150mm c/c
For 4 Corners of Building 4 27.0 18.0 1944.00
For 4 Offsets besides Front & Rear Lobby 4 27.0 10.0 1080.00
3024.00 #REF! #REF! #REF!
32 8.51 #REF! #REF!
FLC Office-1 1 9.44 7.52 70.98
Curved Stair Case - FLC 0 7.20 1.20 0.00
Ent Lobby-Front Side 1 16.90 7.77 131.31
Atrium - Front -1 26.06 1.00 -26.06
Roof Cut for Future Provision - EL -1 3.00 8.00 -24.00
Curved Stair Case - FRC 1 7.20 1.20 8.64
Meeting Hall-1 1 6.97 11.77 82.04
Corridor in between Meeting Hall 1 & 2 1 2.50 12.43 31.08
Meeting Hall-2 1 6.97 11.77 82.04
Multipurpose Hall 1 16.90 17.97 303.69
Meeting Hall-3 1 6.97 11.77 82.04
Corridor in between Meeting Hall 3 & 4 1 2.50 12.43 31.08
Meeting Hall-4 1 6.97 11.77 82.04
Lift A Type Maintenance - 4 Nos 4 1.70 2.30 15.64
Left Lobby Lift-4 Maintenance 1 2.50 2.40 6.00
Maintenance 1 4.75 3.25 15.40
Passage to Ladies & Gents Toilets 2 1.50 4.78 14.33
Ladies & Gents Disabled Toilet 2 1.80 1.50 5.40
Ladies & Gents Toilet - Wash Basin 2 3.50 4.55 31.82
Ladies & Gents - WCs 8 1.50 1.05 12.60
Electrical Room 1 4.75 3.25 15.40
Right Lobby Lift- Maintenance 1 2.50 2.40 6.00
Curved Stair Case - RLC 0 7.20 1.20 0.00
Lobby-Rear Side 1 16.90 7.77 131.31
Roof Cut for Future Provision - RL -1 3.00 8.00 -24.00
Curved Stair Case - RRC 1 7.20 1.20 8.64
Passage infront of Toilet 1 16.34 2.50 40.84
Ceiling Quantity
Quantity is same as interior plaster : 6307.49 Sq m 6307.49
Ceiling Quantity 1591.76
7899.25 #REF! #REF! #REF!
33 9.24 #REF! #REF!
Granite Flooring
Ent Lobby-Front Side 1 16.90 7.77 131.31
Corridor in between Meeting Hall 1 & 2 1 2.50 12.43 31.08
Multipurpose Hall 1 16.90 17.97 303.69
Corridor in between Meeting Hall 3 & 4 1 2.50 12.43 31.08
Passage to Ladies & Gents Toilets 2 1.50 4.78 14.33
Lobby-Rear Side 1 16.90 7.77 131.31
Passage infront of Toilet 1 28.70 2.50 71.75
Ent Lobby-Front Side 1 49.34 0.10 4.93
Corridor in between Meeting Hall 1 & 2 1 29.86 0.10 2.99
Multipurpose Hall 1 69.74 0.10 6.97
Corridor in between Meeting Hall 3 & 4 1 29.86 0.10 2.99
Passage to Ladies & Gents Toilets 2 12.55 0.10 2.51
Lobby-Rear Side 1 49.34 0.10 4.93
Passage infront of Toilet 1 62.40 0.10 6.24
ADD FOR THRESHOLDS
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
747.35 #REF! #REF! #REF!
34 9.30. #REF! #REF!
Steps-5 Curved 124 2.50 0.30 93.00
Steps-5 Curved 124 2.50 0.15 46.50
Landing -5 Curved 4 1.20 0.15 0.72
Add for skirting and nosing 20% 36.50
219.02 #REF! #REF! #REF!
FLC Office-1 1 9.44 7.52 70.98
Curved Stair Case - FLC 1 7.20 1.20 8.64
Curved Stair Case - FRC 1 7.20 1.20 8.64
Meeting Hall-1 1 6.97 11.77 82.04
Meeting Hall-2 1 6.97 11.77 82.04
Meeting Hall-3 1 6.97 11.77 82.04
Meeting Hall-4 1 6.97 11.77 82.04
Maintenance 1 4.75 3.25 15.40
Electrical Room 1 4.75 3.25 15.40
Curved Stair Case - RLC 1 7.20 1.20 8.64
Curved Stair Case - RRC 1 7.20 1.20 8.64
Add for Thresholds
FLC Office-1 1 33.92 0.10 3.39
Curved Stair Case - FLC 1 16.80 0.10 1.68
Curved Stair Case - FRC 1 16.80 0.10 1.68
Meeting Hall-1 1 37.48 0.10 3.75
Meeting Hall-2 1 37.48 0.10 3.75
Meeting Hall-3 1 37.48 0.10 3.75
Meeting Hall-4 1 37.48 0.10 3.75
Maintenance 1 15.98 0.10 1.60
Electrical Room 1 15.98 0.10 1.60
Curved Stair Case - RLC 1 16.80 0.10 1.68
Curved Stair Case - RRC 1 16.80 0.10 1.68
973.27 #REF! #REF! #REF!
36 9.32 #REF! #REF!
Toilet Flooring
Toilet - VIP-1 1 1.8 2.1 3.78
Ladies & Gents Disabled Toilet 2 1.8 1.5 5.40
Ladies & Gents Toilet - Wash Basin 2 3.5 4.545 31.82
Ladies & Gents - WCs 8 1.5 1.05 12.60
Toilet - VIP-2 1 1.8 2.1 3.78
Add for Thresholds
59.27 #REF! #REF! #REF!
37 9.39 #REF! #REF!
Ladies & Gents Disabled Toilet 2 6.60 2.10 27.72
Ladies & Gents Toilet - Wash Basin 2 16.09 2.10 67.58
Ladies & Gents - WCs 8 5.10 2.10 85.68
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0 0.00 0.00 0.00
196.52 #REF! #REF! #REF!
38 8.32 #REF! #REF!
Painting for wall and ceiling
Quantity is same as interior plaster : 6307.49 Sq m 6307.49
Ceiling Quantity 1591.76
7899.25 #REF! #REF! #REF!
0 8.23.2 #REF! #REF!
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
0.00 #REF! #REF! #REF!
39 8.29 #REF! #REF!
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 7774.61
7774.61 #REF! #REF! #REF!
0 11.2 #REF! #REF!
Truss Steel Length Wt/mt 0.00
Considering Roof Truss as 25 kg/sqm for Area to be Covered 252.65 25.00 0.00
0.00 #REF! #REF! #REF!
0 7.1.1 #REF! #REF!
GS Sheet Roofing 0.00
Terrace Area 0 252.65 0.00
0.00 #REF! #REF! #REF!
0 7.4.1 #REF! #REF!
Ridge line 0.00
over GS sheets top 36 0.60 0.00
over GS sheets Sides 36 0.60 0.00
0.00 #REF! #REF! #REF!
Priming Coat for MS Grill
Square meter area is same as M S grill Window 309.69
321.66 #REF! #REF! #REF!
41 8.40. #REF! #REF!
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 309.69
309.69 #REF! #REF! #REF!
Primer coat over wood surface
Total of doors area 106.88
Multiplying Doors qty by 2.4 256.50
For Wooden Frames
388.65 #REF! #REF! #REF!
Two coats of painting on door shutter
Quantity same as above primer on door shutter 388.65
388.65 #REF! #REF! #REF!
0 10.1.1 #REF! #REF!
For granite counter 0 0.00 0.00 0.00
Partition between urinals 0 1.20 0.60 0.00
0.00 #REF! #REF! #REF!
44 15.1 #REF! #REF!
Water proofing compound
Qty same as Ceramic Flooring (For Toilet Portion) 1 59.27 59.27
Head room area 27.64
Terrace portion 1 3530.00 3530.00
3616.91 #REF! #REF! #REF!
45 13.48 #REF! #REF!
60.00 #REF! #REF! #REF!
46 7.62 #REF! #REF!
Filler to Expansion Joints - Considering 2 Nos of 12mm thick i.e for 25mm gap fillling
Beams Front and Rear Lobby 8 11.89 0.90 85.61
Beams At Left and Right Lobby 8 18.20 0.90 131.00
360.61 #REF! #REF! #REF!
47 15.26 #REF! #REF!
Water Proofing to Expansion Joints
Columns - 4 Faces 20 4.00 80.00
Beams Front and Rear Lobby 4 11.89 47.56
Beams At Left and Right Lobby 4 18.20 72.78
200.34 #REF! #REF! #REF!
Aluminium Sheet Covering to Joints
Columns - 4 Faces 20 4.00 80.00
Beams Front and Rear Lobby 4 11.89 47.56
Beams At Left and Right Lobby 4 18.20 72.78
200.34 #REF! #REF! #REF!
49 7.61 #REF! #REF!
Filler to Expansion Joints
Beams At Left and Right Lobby 4 18.20 0.10 0.10 0.73
0.73 #REF! #REF! #REF!
50 20.96 #REF! #REF!
FLC Office-1 1 9.44 7.52 70.98
Curved Stair Case - FLC 1 7.20 1.20 8.64
Ent Lobby-Front Side 1 16.90 7.77 131.31
Atrium - Front -1 26.06 1.00 -26.06
Roof Cut for Future Provision - EL -1 3.00 8.00 -24.00
Stair Case 2-B 1 3.05 7.77 23.70
Curved Stair Case - FRC 1 7.20 1.20 8.64
Meeting Hall-1 1 6.97 11.77 82.04
Corridor in between Meeting Hall 1 & 2 1 2.50 12.43 31.08
Meeting Hall-2 1 6.97 11.77 82.04
Multipurpose Hall 1 16.90 17.97 303.69
Meeting Hall-3 1 6.97 11.77 82.04
Corridor in between Meeting Hall 3 & 4 1 2.50 12.43 31.08
Meeting Hall-4 1 6.97 11.77 82.04
Lift A Type Maintenance - 4 Nos 4 1.70 2.30 15.64
Left Lobby Lift-4 Maintenance 1 2.50 2.40 6.00
Maintenance 1 4.75 3.25 15.40
Passage to Ladies & Gents Toilets 2 1.50 4.78 14.33
Ladies & Gents Disabled Toilet 2 1.80 1.50 5.40
Ladies & Gents Toilet - Wash Basin 2 3.50 4.55 31.82
Ladies & Gents - WCs 8 1.50 1.05 12.60
Electrical Room 1 4.75 3.25 15.40
Right Lobby Lift- Maintenance 1 2.50 2.40 6.00
Curved Stair Case - RLC 1 7.20 1.20 8.64
Lobby-Rear Side 1 16.90 7.77 131.31
Roof Cut for Future Provision - RL -1 3.00 8.00 -24.00
Stair Case 7-B 1 3.05 7.77 23.70
Curved Stair Case - RRC 1 7.20 1.20 8.64
Passage infront of Toilet 1 28.70 2.50 71.75
1678.77 #REF! #REF! #REF!
Total #REF! 1,678.77
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Rate Analysis for TERRACE FLOOR -1 Floor 5
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 SL No-9, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
3 SL No-14, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
4 SL No-15, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
5 SL No-16, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
6 2.10.b #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 SL No-14, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
8 SL No-19, Add-I #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
9 6.31 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
10 6.15 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 2.11.a #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 12.13.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
13 12.51 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14 12.17 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
15 12.57.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
16 12.59 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
17 12.43 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
18 11.47 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
19 12.76.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
20 12.79.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
21 12.75.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
22 12.83.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
23 12.92 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
24 12.90. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
25 12.85 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
26 11.34B #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
27 11.28 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
28 8.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.1.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
29 8.16.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
30 8.9 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
31 8.80. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
32 8.51 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
33 9.24 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
34 9.30. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
35 9.12.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
36 9.32 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
37 9.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
38 8.32 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.23.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
39 8.29 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 11.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 7.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 7.4.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
40 8.34.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
41 8.40. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
42 8.34.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
43 8.33.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 10.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
44 15.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
45 13.48 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
46 7.62 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
47 15.26 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
48 7.64.1.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
49 7.61 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
50 20.96 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
1 Organization: #REF! Stairs 0 for Lintel and Coping concrete
2 Name of the work: #REF! 2
3 Estimate of: TERRACE FLOOR -1 0
Terrace Hard Soil Provide Dowel bars in Foundation N 0
Area Weightage 5% K- kota, C-ceramic, G-gray stone 4
AREA OF VARIOUS ROOMS DOORS, WINDOWS & VENTILATOR Roof Beams K- kota, C-ceramic, G-gray stone
Sno Particular Floor # Length Breadth Dado/ Skirting Area Symbol Frame Type Shutter Type No Length Height Area Numbers without chajja Is Partition? Provide Netlon? 1 Floor Height 4.500 m Column Nos Is Circular? Size Upto Plinth? Roof Beam - GF Lintel Beam - GF STAIRCASE R C C SLAB SKIRTING/DEDO - DEDUCTION BBM(23mm) Is Partition? EXTRA PLASTER STONE MASONRY FOR STEPS
1 Total Area of Quarters Frm CAD 1 1789.00 1.00 1789.00 ED SW HN 0 2.00 2.85 0.00 0.00 N 2 Lintel Thickness 0.200 m L/dia B Name b d Name b d Name Nos L B D Name Nos L B D Name Nos L H Type Name Nos L H Name Nos L H Name Nos L H Name Nos L B
2 0.00 DV7 SW HN 3 1.80 2.85 15.39 3.00 N 3 Average Thickness of R C C G F Slab 0.150 m C1 1 N 0.90 0.45 N BG1 0.30 0.45 ED 0.23 0.23 Stair FLC Office-1 1 9.44 7.52 0.150 ED 0 2 2.85 G HORIZONTALS Interior Plaster STEPS KADAPA STONES
3 0.00 DV6 SW HN 4 1.50 2.85 17.10 4.00 N 4 Thickness of Cill Concrete 0.075 m C2 1 N 0.90 0.35 N BG2 0.30 0.60 DV7 0.23 0.20 Beams-1-A 0 3.37 0.30 0.45 Curved Stair Case - FLC 0 7.20 1.20 0.150 DV7 3 1.80 2.85 G FLC Office-1 1 18.695 N For granite counter 0 0.00 0.00
4 0.00 DV5 SW HN 15 1.30 2.85 55.58 15.00 N 5 Parapet height 0.900 m C3 1 N 0.90 0.90 N BG3 0.30 0.75 DV6 0.23 0.20 Beams-2-B1 4 7.77 0.30 0.45 VIP Lounge -1 1 7.11 6.20 0.150 DV6 4 1.5 2.85 V Curved Stair Case - FLC 0 7.200 N Loft/Racks for 0 0.00 0.00
6 0.00 DV3 SW HDF 4 0.90 2.10 7.56 4.00 N 7 Dummy Column Height 0.900 m CG1 - 0.9m Dia 12 Y 0.90 N BG5 0.35 0.45 DV4 0.23 0.20 Beams-4-C 0 8.70 0.30 0.45 Toilet - VIP-1 1 1.80 2.10 0.150 DV4 6 1.1 2.85 V Ante - VIP-1 1 4.945 Y Parapet wall for Corner Balcony 8 9.400 1.20 0 0.00 0.00
7 0.00 D2 PVC PVC 8 0.80 2.10 13.44 8.00 Y 8 Column Height of water tank & head room 3.000 m CG2 5 N 0.90 0.45 N BG6 0.35 0.60 DV3 0.23 0.20 Beams-5 Curved 4 4.20 0.30 0.45 Ent Lobby-Front Side 1 16.90 7.77 0.150 DV3 4 0.9 2.1 V Toilet - VIP-1 1 1.800 Y Parapet wall for Balcony Beside Lobby 4 9.400 1.20
8 0.00 SD PVC PVC 2 0.90 2.10 3.78 2.00 N CG3 5 N 0.90 0.45 N BG7 0.35 0.75 D2 0.15 0.20 Steps-1-A 0 1.50 0.30 0.15 Atrium - Front -1 26.06 1.00 0.150 D2 8 0.8 2.1 C Ent Lobby-Front Side 2 16.900 N Lift Room A Type 4 8.000 3.20 Partition between urinals 0 1.20 0.60
9 0.00 FD MS MS 4 1.05 2.85 11.97 4.00 N CG4 5 N 0.90 0.35 N BG8 0.35 0.90 SD 0.23 0.20 Steps-2-B1 62 1.50 0.30 0.15 Roof Cut for Future Provision - EL -1 3.00 8.00 0.150 SD 2 0.9 2.1 C Atrium - Front 0 26.058 N Lift Room Left & Right Lobby 2 9.800 3.20
10 0.00 Windows SW N CG5 5 N 0.90 0.45 N BG9 0.45 0.60 FD 0.23 0.20 Steps-3-B2 0 1.50 0.30 0.15 Stair Case 2-B -1 3.05 7.77 0.150 Roof Cut for Future Provision - EL 0 3.000 1.20 N
2 0.00 W SW HN 12 2.00 1.85 44.40 0.00 N N CG11 1 N 0.90 0.45 N BG15 0.75 1.20 W3 0.23 0.20 Landing -4-C 0 2.00 2.00 0.15 Corridor in between Meeting Hall 1 & 2 1 2.50 12.43 0.150 Meeting Hall-1 1 6.970 Y
3 0.00 0.00 0.00 N N CG12 1 N 0.90 0.35 N BG16 0.35 1.20 W 0.23 0.20 Landing -5 Curved 4 1.20 1.00 0.15 Meeting Hall-2 1 6.97 11.77 0.150 Corridor in between Meeting Hall 1 & 2 0 2.500 N
Total 1789.00 Ventilators N CG13 1 N 0.90 0.45 N 0.00 0.23 0.20 Waist Slab -1-A 0 8.76 1.50 0.15 Multipurpose Hall 1 16.90 17.97 0.150 Meeting Hall-2 1 6.970 Y
1 FLC Office-1 V 1 9.435 7.523 0.10 70.98 V uPVC uPVC 0 2.00 0.60 0.00 0.00 N N CG14 1 N 0.90 0.60 N Ventilators 0.23 0.20 Waist Slab -1-A 0 8.76 0.15 0.20 Meeting Hall-3 1 6.97 11.77 0.150 Multipurpose Hall 1 54.538 N
2 Curved Stair Case - FLC V 1 7.200 1.200 0.10 8.64 V1 uPVC uPVC 2 1.50 0.60 1.80 2.00 N N CG15 1 N 0.60 0.30 N V 0.23 0.20 Waist Slab -2-B1 2 8.76 1.50 0.15 Corridor in between Meeting Hall 3 & 4 1 2.50 12.43 0.150 Meeting Hall-3 1 6.970 Y
3 VIP Lounge -1 V 1 7.110 6.200 0.10 44.08 V2 uPVC uPVC 2 1.20 0.60 1.44 0.00 N N CG16 1 N 0.90 0.60 N V1 0.23 0.20 Waist Slab -2-B1 2 8.76 0.15 0.20 Meeting Hall-4 1 6.97 11.77 0.150 Corridor in between Meeting Hall 3 & 4 0 2.500 N
4 Ante - VIP-1 V 1 4.945 2.100 0.10 10.38 RV uPVC uPVC 0 2.00 1.00 0.00 0.00 N N CG17 1 N 0.90 0.45 N V2 0.23 0.20 Waist Slab -3-B2 0 8.76 1.50 0.15 Lift A Type Maintenance - 4 Nos 4 1.70 2.30 0.150 Meeting Hall-4 1 6.970 Y
5 Toilet - VIP-1 C 1 1.800 2.100 2.10 3.78 LV uPVC uPVC 0 0.97 1.85 0.00 0.00 N N CG18 1 N 0.90 0.45 N Waist Slab -3-B2 0 8.76 0.15 0.20 Left Lobby Lift-4 Maintenance 1 2.50 2.40 0.150 ADD FOR THRESHOLDS Lift A Type Maintenance - 4 Nos 8 1.700 3.00 N
6 Ent Lobby-Front Side G 1 16.900 7.770 0.10 131.31 LV2 uPVC uPVC 2 0.60 0.60 0.72 2.00 N N CG19 1 N 0.90 0.45 N Waist Slab -4-C 0 8.76 1.50 0.15 Maintenance 1 4.75 3.25 0.150 Left Lobby Lift-4 Maintenance 2 2.500 3.00 N
7 Atrium - Front X -1 26.058 1.000 0.00 -26.06 RV3 uPVC uPVC 0.00 0.00 N N CG20 2 N 0.90 0.60 N Waist Slab -4-C 0 8.76 0.15 0.20 Passage to Ladies & Gents Toilets 2 1.50 4.78 0.150 ED 0 2.00 0.23 G Maintenance 2 4.745 N
8 Roof Cut for Future Provision - EL X -1 3.000 8.000 0.00 -24.00 LV uPVC uPVC 2 1.20 0.60 1.44 2.00 N N CG21 1 N 0.90 0.45 N Waist Slab -5 Curved 4 4.50 1.20 0.15 Ladies & Gents Disabled Toilet 2 1.80 1.50 0.150 DV7 3 1.80 0.23 G Passage to Ladies & Gents Toilets 2 1.500 N
9 Stair Case 2-B X 1 3.050 7.770 0.00 23.70 N N CG22 1 N 0.90 0.60 N Waist Slab -5 Curved 4 4.50 0.15 0.20 Ladies & Gents Toilet - Wash Basin 2 3.50 4.55 0.150 DV6 4 1.50 0.23 V Ladies & Gents Disabled Toilet 2 1.800 Y
10 Lift-2 X 1 2.400 1.300 0.00 3.12 CG23 1 N 1.20 0.90 N Horizontal Ladies & Gents - WCs 8 1.50 1.05 0.150 DV5 15 1.30 0.23 V Ladies & Gents Toilet - Wash Basin 2 5.795 N
11 Pantry-1 V 1 7.110 8.840 0.10 62.85 Cross section of Door frames CG24 1 N 0.90 0.45 N Name Nos Length Duct-5 0 3.00 4.55 0.150 DV4 6 1.10 0.23 V Ladies & Gents - WCs 6 1.500 N
13 Curved Stair Case - FRC V 1 7.200 1.200 0.10 8.64 CG26 2 N 1.20 0.90 N FLC Office-1 BG2 1 9.905 Right Lobby Lift- Maintenance 1 2.50 2.40 0.150 D2 8 0.80 0.23 C Electrical Room 2 4.745 N
14 Meeting Hall-1 V 1 6.970 11.770 0.10 82.04 OPENINGS CG27 2 N 0.90 0.45 N FLC Office-1 BG10 1 9.905 RLC - Office-3 1 9.44 7.52 0.150 SD 2 0.90 0.23 C Right Lobby Lift- Maintenance 2 2.500 3.00 N
15 Corridor in between Meeting Hall 1 & 2 G 1 2.500 12.430 0.10 31.08 O1- StairCase B type 2 7.770 3.85 59.83 N CG28 2 N 0.90 0.45 N FLC Office-1 BG4 1 4.540 Curved Stair Case - RLC 0 7.20 1.20 0.150 FD 4 1.05 0.23 0 RLC - Office-3 1 9.435 N
16 Meeting Hall-2 V 1 6.970 11.770 0.10 82.04 O2- Passage Infront of Toilet 2 28.690 2.3 131.97 CG29 - 1.2m Dia 0 Y 1.20 N Curved Stair Case - FLC BG14 0 7.200 Pantry-2 1 7.11 8.84 0.150 0 Curved Stair Case - RLC 0 7.200 N
17 Multipurpose Hall G 1 16.900 17.970 0.10 303.69 O3- Roof Cut Portion 2 8.000 2.3 36.80 CG30 4 N 0.90 0.30 N Curved Stair Case - FLC BG7 0 7.200 Lobby-Rear Side 1 16.90 7.77 0.150 Pantry-2 1 14.220 N Periphery
18 Meeting Hall-3 V 1 6.970 11.770 0.10 82.04 O4- Lift Lobby 2 1.500 2.1 6.30 CG31 4 N 0.90 0.45 N VIP Lounge -1 BG4 3 7.110 Atrium - Rear -1 26.06 1.00 0.150 Lobby-Rear Side 2 16.900 N Name Nos L H
19 Corridor in between Meeting Hall 3 & 4 G 1 2.500 12.430 0.10 31.08 O5- Curved StairCase 4 7.200 3.85 110.88 CG32 - 0.9m Dia 20 Y 0.90 N Ante - VIP-1 BG4 1 4.945 Roof Cut for Future Provision - RL -1 3.00 8.00 0.150 Atrium - Rear 0 26.058 N Exterior Plaster
20 Meeting Hall-4 V 1 6.970 11.770 0.10 82.04 0.00 CG33 1 N 0.90 0.90 N Toilet - VIP-1 BG4 1 1.800 Stair Case 7-B -1 3.05 7.77 0.150 Roof Cut for Future Provision - RL 0 3.000 N Periphery for Parapet 1 329.24
21 Lift A Type Maintenance - 4 Nos X 4 1.700 2.300 0.00 15.64 0.00 CG34 1 N 1.20 0.60 N Ent Lobby-Front Side BG4 1 16.900 Lift-7 0 16.34 1.30 0.150 Stair Case 7-B 0 3.050 N Parapet wall for Corner Balcony 24 1.200 2.63
22 Left Lobby Lift-4 Maintenance X 1 2.500 2.400 0.00 6.00 0.00 CG35 1 N 0.90 0.45 N Ent Lobby-Front Side BG16 2 16.900 VIP Lounge -2 1 7.11 6.20 0.150 Lift-7 2 2.400 N Parapet wall Around Periphery & OTS 1 554.520 2.63
23 Maintenance V 1 4.745 3.245 0.10 15.40 0.00 CG36 1 N 0.90 0.45 N Atrium - Front BG2 1 8.750 Ante - VIP-2 1 16.34 2.10 0.150 VIP Lounge -2 1 14.220 N Lift Room A Type 4 8.000 3.20
24 Passage to Ladies & Gents Toilets G 2 1.500 4.775 0.10 14.33 0.00 CG37 1 N 0.90 0.45 N Stair Case 2-B BG13 0 3.050 Toilet - VIP-2 1 1.80 2.10 0.150 Ante - VIP-2 1 4.945 Y Corner Rooms at 4 Corners 4 74.000 4.00
25 Ladies & Gents Disabled Toilet C 2 1.800 1.500 2.10 5.40 CG38 - 1.0m Dia 0 Y 1.00 N Lift-2 BG2 1 2.400 RRC - Office-4 1 16.34 7.52 0.150 Toilet - VIP-2 1 1.800 Y Triangular Roof like Architectural projection 8 8.000 2.63
26 Ladies & Gents Toilet - Wash Basin C 2 3.500 4.545 2.10 31.82 CG39 - - 1.2m Dia 0 N 1.20 N Pantry-1 BG9 4 7.110 Curved Stair Case - RRC 1 7.20 1.20 0.150 RRC - Office-4 1 9.435 N Lift Room Left & Right Lobby 2 9.800 3.20
27 Ladies & Gents - WCs C 8 1.500 1.050 2.10 12.60 CG40 - - 1.2m Dia 0 N 1.20 N FRC - Office-2 BG12 1 6.938 Passage infront of Toilet 1 16.34 2.50 0.150 Curved Stair Case - RRC 0 7.200 N Architectural Beatification for Columns 50 2.50 4.50
28 Duct-5 X 1 3.000 4.545 0.00 13.64 CG41 2 N 0.90 0.45 N FRC - Office-2 BG2 1 9.905 0 0 0.00 0.00 0.150 Passage infront of Toilet 1 28.700 1.20 N Architectural Beatification for Parapett 1 236.32 2.50
29 Electrical Room V 1 4.745 3.245 0.10 15.40 CG42 2 N 0.90 0.45 N FRC - Office-2 BG10 1 9.905 0 0 16.34 0.00 0.150 Parapet wall for outer Periphery 4 554.520 1.20 N
30 Right Lobby Lift- Maintenance X 1 2.500 2.400 0.00 6.00 CG43 1 N 0.90 0.35 N FRC - Office-2 BG4 1 4.540 0 0 0.00 0.00 0.150 Parapet wall for Corner Balcony 8 3.500 1.20 N
31 RLC - Office-3 V 1 9.435 7.523 0.10 70.98 CG44 1 N 0.90 0.60 N Curved Stair Case - FRC BG14 0 7.200 Triangular Roof like Architectural projection 8 8.000 0.90 N
32 Curved Stair Case - RLC V 1 7.200 1.200 0.10 8.64 CG45 2 N 0.90 0.45 N Meeting Hall-1 BG11 1 6.970 Parapet wall for Balcony both side Beside Lobby 4 3.500 1.20 N false ceiling
33 Pantry-2 V 1 7.110 8.840 0.10 62.85 CG46 1 N 0.75 0.30 N Meeting Hall-1 BG16 2 6.970 Wall for RCC Water Tank Both Side 2 15.90 2.50 0.200 Triangular Roof like Architectural projection 4 8.000 0.90 N Name Nos L B H EXTRA GRILL THAN WINDOWS
34 Lobby-Rear Side G 1 16.900 7.770 0.10 131.31 CG47 2 N 0.90 0.45 N Corridor in between Meeting Hall 1 & 2 BG11 1 2.500 Wall for RCC Water Tank Both Side 0 4.60 2.50 0.200 Entrance
35 Atrium - Rear X -1 26.058 1.000 0.00 -26.06 CG48 2 N 0.90 0.45 N Corridor in between Meeting Hall 1 & 2 BG16 2 2.500 Cover Slab For RCC Water Tank 2 4.95 3.40 0.150 Multipurpose Hall 1 16.90 17.97 Below Dome 0 1.50 2.50
36 Roof Cut for Future Provision - RL X -1 3.000 8.000 0.00 -24.00 CG49 2 N 1.50 1.20 N Corridor in between Meeting Hall 1 & 2 BG12 1 2.500 Coving to Expansion Joints Left & Right 4 11.89 1.10 0.100 VERTICALS Meetings 1 & 2 2 6.97 11.77 Below Dome 0 1.20 2.50
37 Stair Case 7-B X 1 3.050 7.770 0.00 23.70 CG50 2 N 1.50 1.20 N Meeting Hall-2 BG11 1 6.970 Coving to Expansion Joints Front & Rear 4 18.20 1.10 0.100 Stairs 2 2.00 3.00
38 Lift-7 X 1 2.400 1.300 0.00 3.12 CG51 2 N 1.20 0.60 N Meeting Hall-2 BG16 2 6.970 Outer Slab Projection Alround (Deducting Lobby Area) 1 372.14 0.50 0.150 FLC Office-1 1 18.235 N Curved StaiCase Door 4.00 1.20 3.00
39 VIP Lounge -2 V 1 7.110 6.200 0.10 44.08 CG52 2 N 0.90 0.60 N Multipurpose Hall BG16 4 16.900 Parapet wall Pillars Corner Balcony 16 0.45 0.45 1.200 Curved Stair Case - FLC 0 1.200 N Curved StaiCase Verticle 4.00 4.50 2.50
40 Ante - VIP-2 V 1 4.945 2.100 0.10 10.38 CG53 1 N 0.90 0.60 N Meeting Hall-3 BG8 3 6.970 Triangular Roof like Architectural projection 8 8.00 1.50 0.150 VIP Lounge -1 1 14.100 N
41 Toilet - VIP-2 C 1 1.800 2.100 2.10 3.78 CG54 1 N 0.90 0.60 N Meeting Hall-3 BG16 1 6.970 Parapet wall Pillars for Balcony Beside Lobby 8 0.45 0.45 1.200 Ante - VIP-1 1 2.100 Y
42 RRC - Office-4 V 1 9.435 7.523 0.10 70.98 CG55 4 N 0.60 0.30 N Corridor in between Meeting Hall 3 & 4 BG8 2 2.500 Triangular Roof like Architectural projection 4 8.00 1.50 0.150 Toilet - VIP-1 1 2.100 Y
42 Curved Stair Case - RRC V 1 7.200 1.200 0.10 8.64 CG56 1 N 0.90 0.35 N Corridor in between Meeting Hall 3 & 4 BG12 1 2.500 0.150 Ent Lobby-Front Side 4 7.770 N
42 Passage infront of Toilet G 1 28.700 2.500 0.10 71.75 CG57 2 N 0.90 0.45 N Corridor in between Meeting Hall 3 & 4 BG16 1 2.500 Atrium - Front 0 1.000 N
42 0.00 CG58 2 N 0.90 0.45 N Meeting Hall-4 BG8 3 6.970 Roof Cut for Future Provision - EL 1 8.000 1.20 N
0.00 CG59 1 N 1.20 0.90 N Meeting Hall-4 BG16 4 6.970 Loft/Racks Stair Case 2-B 1 4.700 1.20 N
Deductions CG60 1 N 1.20 0.60 N Left Lobby Lift-4 Maintenance BG2 2 2.500 Lift-2 2 1.300 N
OTS 1 123.24 CG61 1 N 0.90 0.60 N Maintenance BG4 2 4.745 Library Counter 0 12.46 0.60 2.100 Pantry-1 1 18.540 N
Front 1 33.00 CG62 2 N 0.75 0.30 N Passage to Ladies & Gents Toilets BG4 2 1.500 FRC - Office-2 1 18.235 N
Rear 1 33.00 CG63 1 N 0.90 0.45 N Ladies & Gents Disabled Toilet BG4 2 1.800 Curved Stair Case - FRC 0 1.200 N
Left 1 70.00 CG64 1 N 1.20 1.20 N Ladies & Gents Toilet - Wash Basin BG4 2 3.500 Meeting Hall-1 1 21.080 N
Right 1 70.00 CG65 2 N 0.90 0.45 N Ladies & Gents - WCs BG2 6 1.500 Corridor in between Meeting Hall 1 & 2 2 12.430 Y
Plinth Area CG66 1 N 0.90 0.45 N Duct-5 BG4 2 3.000 Meeting Hall-2 1 21.080 N
CG67 2 N 0.90 0.60 N Electrical Room BG4 1 4.745 Multipurpose Hall 0 17.970 N
Deductions CG68 1 N 0.90 0.45 N Electrical Room BG2 1 4.745 Meeting Hall-3 1 21.080 N
Landscaping Area - Left 1 15.430 15.380 237.31 CG69 1 N 0.90 0.45 N Right Lobby Lift- Maintenance BG2 2 2.500 Projections Corridor in between Meeting Hall 3 & 4 2 12.430 Y Extra SS Hand Rails Expansion Joint
Landscaping Area - Right 1 15.430 15.380 237.31 CG70 1 N 0.90 0.60 N RLC - Office-3 BG4 1 12.837 Meeting Hall-4 1 21.080 N Name Nos L B H
0.00 CG71 1 N 0.90 0.45 N RLC - Office-3 BG10 1 15.030 Projection for Shelf 4 11.77 0.60 Lift A Type Maintenance - 4 Nos 8 2.300 3.00 N Disabled toilets 4 5.70 0.3 For 4 Lobbies
0.00 CG72 1 N 0.90 0.60 N Curved Stair Case - RLC BG11 0 7.200 Left Lobby Lift-4 Maintenance 2 2.400 3.00 N ATRIUM 2 18.85 1.2 Columns 20 0.90 4.00
CG73 1 N 1.20 0.60 N Pantry-2 BG4 4 7.100 Maintenance 1 3.245 N Right Corridor OTS SIDE 2 28.07 0.6 Beams Front and Rear Lobby 4 11.89 0.90
1 Ground Floor Plinth Area 1678.77 CG74 1 N 1.20 0.90 N Lobby-Rear Side BG4 1 16.900 Passage to Ladies & Gents Toilets 2 4.775 N Roof Cut Portion 2 11.00 0.6 Beams At Left and Right Lobby 4 18.20 0.90
CG75 2 N 0.90 0.45 N Lobby-Rear Side BG16 1 16.900 Ladies & Gents Disabled Toilet 2 1.500 Y Stair Case B Type 2 4.7 0.6
2 Carpet Area 1523.62 CG76 1 N 0.90 0.60 N Atrium - Rear BG2 1 8.750 Ladies & Gents Toilet - Wash Basin 2 4.545 N
CG77 1 N 0.90 0.60 N Stair Case 7-B BG13 0 3.050 Ladies & Gents - WCs 8 1.050 Y
3 Perimeter 329.24 CG78 - 0.75m Dia 0 N 0.75 N Lift-7 BG2 1 2.400 Duct-5 2 4.545 N
CG79 0 N 0.90 0.50 N VIP Lounge -2 BG4 4 7.110 RCC Sink Electrical Room 1 3.245 N
CG80 - 1.0m Dia 0 N 1.00 N Ante - VIP-2 BG4 1 4.945 Right Lobby Lift- Maintenance 2 2.400 3.00 N
CG81 0 N 0.90 0.60 N Toilet - VIP-2 BG4 1 1.800 Total Number 0 RLC - Office-3 1 18.235 N
4 %age of wall of Plinth Area 9.24% CG82 0 N 0.90 0.30 N RLC - Office-3 BG4 1 12.837 Horizontal walls 0 0.60 0.3 Curved Stair Case - RLC 0 1.200 N
CG83 0 N 0.90 0.45 N RLC - Office-3 BG10 1 15.030 Vertical Walls 0 0.45 0.3 Pantry-2 1 18.540 N
5 Length of 23cm Wall 2848.253 CG84 0 N 1.20 0.90 N Curved Stair Case - RRC BG11 0 7.200 Bottom Slab 0 0.60 0.45 Lobby-Rear Side 4 7.770 N
CG85 0 N 0.90 0.30 N Passage infront of toilet BG9 1 13.061 Drop walls Atrium - Rear 0 1.000 N
6 Partition Wall length 0.00 Passage infront of toilet BG10 1 14.310 Corridor 0 9.01 0.9 Roof Cut for Future Provision - RL 1 8.000 1.20 N
Shear Wall F & R -1 0 N 0.30 7.70 N Corridor 0 16.9 0.9 Stair Case 7-B 1 4.700 1.20 N
Shear Wall L & R -2 0 N 0.30 7.00 N For OTS 0 94.6 0.9 Lift-7 2 1.300 N Washing Platform
Lift Wall -1 & 2 4 N 0.30 8.00 N VIP Lounge -2 1 14.100 N # of Washing Platform 0
Lift Wall -3 & 4 0 N 0.00 8.80 N OPEN RACKS Ante - VIP-2 1 2.100 Y Size of Platform 0.60 0.75 0.45
Lift Wall -5 2 N 0.30 8.00 N Toilet - VIP-2 1 2.100 Y EXTRA GRANITE STONE Black Board
For Hall 2 10.00 0.75 RRC - Office-4 1 18.235 N For study table
156 Curved Stair Case - RRC 0 1.200 N For Laboratory 0 4.00 Black Board 0 2.40 1.20 3
Vertical Passage infront of Toilet 0 2.500 1.20 N
FLC Office-1 BG3 1 4.540 Parapet wall for Corner Balcony 24 1.200 1.20 N
FLC Office-1 BG8 1 8.705 N
FLC Office-1 BG11 1 14.944
Curved Stair Case - FLC BG10 0 1.200
Curved Stair Case - FLC BG11 0 1.200
VIP Lounge -1 BG8 1 19.958
Ante - VIP-1 BG8 1 2.100
Toilet - VIP-1 BG8 0 2.100 Partition wall
Ent Lobby-Front Side BG11 2 11.430
Ent Lobby-Front Side BG2 2 2.500 WASHING TROUGH Gents Toilet WCs 8 2.700 3.50 Y
Ent Lobby-Front Side BG16 2 8.930 Total Number of Troughs 0 Ladies Toilet WCs 8 2.700 3.50 Y
Atrium - Front BG2 0 8.750 Horizontal 0 6 0.40 Ante 2 3.770 3.50 Y
Stair Case 2-B BG13 0 7.770 Slant 0 6 0.35 Pantry 2 0.500 1.00 Y Rain water down take pipe YELHANKA FLOORING/Screed Concreting
Lift-2 BG2 2 1.300 HDPE Pipe 15 4 Yelahanka N 1678.77
Pantry-1 BG8 1 20.805 Screed Y 0.075
FRC - Office-2 BG4 1 4.540 Roof Area 3466.56
FRC - Office-2 BG10 1 8.705 Head room area 27.64
FRC - Office-2 BG11 1 15.354 3494.20
Curved Stair Case - FRC BG10 0 1.200 Water Proofing Y 1 3530.00
Curved Stair Case - FRC BG11 0 1.200 SINK OF WHITE GLAZED FIRE CLAY polyeruthene water proofing Y
Meeting Hall-1 BG11 1 8.000 Projection for Shelf 0
Meeting Hall-1 BG16 1 11.770 Cinder Fill up
Meeting Hall-1 BG3 1 3.770 Name Nos L B H
Corridor in between Meeting Hall 1 & 2 BG13 0 2.000 STAINLESS STEEL SINK For DIAS
Meeting Hall-2 BG11 1 8.000 Kitchen 0 Computer Room 0 4.50 1.80 0.20
Meeting Hall-2 BG16 1 11.770 Science Lab 0 4.50 1.80 0.20
Meeting Hall-2 BG3 1 3.770 ACC 0 4.50 1.80 0.20
Multipurpose Hall BG3 2 17.970
Multipurpose Hall BG16 4 17.970
Meeting Hall-3 BG3 1 11.770 Water Proof Concrete
Meeting Hall-3 BG16 1 8.000 Name Nos L B 0.15
Meeting Hall-3 BG12 1 3.770 For Bath 0 0 0 0.15
Corridor in between Meeting Hall 3 & 4 BG10 0 3.000 WC 0 1.67 1.825 0.15
Corridor in between Meeting Hall 3 & 4 BG13 0 3.000
Meeting Hall-4 BG3 1 11.770
Meeting Hall-4 BG16 1 8.000 RACKS
Meeting Hall-4 BG12 1 3.770 For Hall 2 10.00 0.45 0.75
Left Lobby Lift-4 Maintenance BG2 2 2.400 0 0 0.00 0.45 0.00
Maintenance BG3 1 3.245 0 0 0.00 0.45 0.00
Passage to Ladies & Gents Toilets BG3 2 4.775 0 0 0.00 0.45 0.00
Ladies & Gents Disabled Toilet BG3 2 1.500 0 0 0.00 0.45 0.00
Ladies & Gents Toilet - Wash Basin BG3 2 4.545 0 0 0.00 0.45 0.00
Ladies & Gents - WCs BG3 8 1.050 0 0 0.00 0.45 0.00
Electrical Room BG3 2 3.245 0 0 0.00 0.45 0.00
Right Lobby Lift- Maintenance BG2 2 2.400 0 0 0.00 0.45 0.00
RLC - Office-3 BG10 1 15.030
Curved Stair Case - RLC BG10 1 1.200
Curved Stair Case - RLC BG11 1 1.200
Pantry-2 BG10 2 18.226
Lobby-Rear Side BG8 2 12.206
325.69 Lobby-Rear Side BG16 2 12.206
Atrium - Rear BG2 2 1.300
Stair Case 7-B BG13 0 7.770
Lift-7 BG2 2 1.300
VIP Lounge -2 BG8 1 21.647
VIP Lounge -2 BG2 1 1.200
Ante - VIP-2 BG10 1 2.100
Toilet - VIP-2 BG10 0 2.100
RRC - Office-4 BG4 1 12.837
RRC - Office-4 BG10 1 15.030
Curved Stair Case - RRC BG9 1 1.200
Curved Stair Case - RRC BG7 1 1.200
Passage infront of toilet BG2 4 2.500
Passage infront of toilet BG3 1 2.500
Terrace -1 Floor Water Supply Estimate
Terrace-1 MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : #REF!
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 #REF! #REF!
Wash Basin 10 10.00
Gents Toilet 8 8.00
Ladies Toilet 8 8.00
Toilets 10 10.00
Total #REF! 36.00 #REF! #REF!
NRV Valve- 25mm Dia 8 8.00
#REF! 8.00 #REF! #REF!
NRV Valve- 32mm Dia 6 6.00
#REF! 6.00 #REF! #REF!
4 13.15 #REF! #REF!
Stop Cock- Concealed 10 10.00
#REF! 10.00 #REF! #REF!
5 13.3.2 #REF! #REF!
Stop Cock- 20mm 10 10.00
#REF! 10.00 #REF! #REF!
6 13.5.1 #REF! #REF!
For inlet of storage tank 4 4.00
#REF! 4.00 #REF! #REF!
7 13.5.2 #REF! #REF!
for Along the wall pipe 6 6.00
#REF! 6.00 #REF! #REF!
8 13.4.1 #REF! #REF!
for pipe on Roof 6 6.00
#REF! 6.00 #REF! #REF!
9 13.4.2 #REF! #REF!
#REF! 1.00 #REF! #REF!
0 13.4.3 #REF! #REF!
#REF! 0.00 #REF! #REF!
0 13.4.4 #REF! #REF!
#REF! 0.00 #REF! #REF!
#REF! 10.00 #REF! #REF!
11 13.16 #REF! #REF!
#REF! 10.00 #REF! #REF!
12 13.34 #REF! #REF!
Polythene water storage
storage capacity (500LNos-0) 0 500.00 0.00
storage capacity (1000LNos-2) 2 1000.00 2000.00
storage capacity (1500LNos-0) 0 1500.00 0.00
storage capacity (2000LNos-0) 0 2000.00 0.00
#REF! 2000.00 #REF! #REF!
Bore well to Sump 0 0.00 0.00
#REF! 0.00 #REF! #REF!
From Bore well to OHT 0 0.00 0.00
#REF! 0.00 #REF! #REF!
From 40mm pipe to over head water storage tank 1 30.00 30.00
connecting from Storage tank to 25mm 0 120.00 0.00
from Over head storage water tank to 25mm 1 72.00 72.00
#REF! 102.00 #REF! #REF!
For supplying of OHT 1 60.00 60.00
From OHT along the wall (25mm) to 20mm dia pipe 1 80.00 80.00
From 25mm dia along wall to 20mm dia pipe 1 96.00 96.00
#REF! 236.00 #REF! #REF!
(for Hot for inside Building 1 72.00 72.00
(for Cold) for inside Building 1 96.00 96.00
#REF! 168.00 #REF! #REF!
(for Hot and Cold) for inside building 0 0.00 0.00
#REF! 0.00 #REF! #REF!
16 13.36 #REF! #REF!
Block No 30 30.00
Total #REF! 30.00 #REF! #REF!
17 13.37 #REF! #REF!
Block No 40 40.00
Total #REF! 40.00 #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 10.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 0 2 0.00
Kitchen 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
water Storage tank PIPES Water oulets
Sno Particular Nos capacity For BLOCK TOAL NOS Sno Particular Floors Length Homes TOTAL Sno Particular Nos taps TOTAL
1 Polythene water storage CPVC CP Long Body Bib cock
2 storage capacity 0 500L 1 0.00
3 storage capacity 2 1000L 1 2.00 CPVC- External Work (water rising above) 1 Wash Basin 10 1 10
4 storage capacity 0 1500L 1 0.00 1 .-Do- 20mm nominal OD pipes (CPVC) 0 0 0 0 2 Gents Toilet 2 4 8
5 storage capacity 0 2000L 1 0.00 2 .-Do- 25mm nominal OD pipes (CPVC) 1 30 2 60 3 Ladies Toilet 2 4 8
6 3 .-Do- 32mm nominal OD pipes (CPVC) 1 30 1 30 4 Toilets 5 2 10
7 Rising main 32mm. 0 60 2 0 5 Kitchen 0 0 0
4 .-Do- 40mm nominal OD pipes (CPVC) 0 20 3 0
5 .-Do- 50mm nominal OD pipes (CPVC) 0 100 2 0
CPVC- External Work (water coming below)
6 .-Do- 32mm nominal OD pipes (CPVC) 1 12 6 72
8 7 .-Do- 25mm nominal OD pipes (CPVC) 1 10 8 80
10 8 .-Do- 15mm nominal OD pipes (CPVC) 1 20 6 120
11 CPVC- Concealed Work
12 1 .-Do- 25mm nominal OD pipes (Concealed CPVC)
13 (for Hot and Cold)
14 2 .-Do- 20mm nominal OD pipes (Concealed CPVC)
(for Hot 1 12 6 72
(for Cold) 1 12 8 96
3 .-Do- 15mm nominal OD pipes (Concealed CPVC) HOT and cold mixer
(for Hot and Cold) 1 5 6 30 Sno Particular Nos Floor TOTAL
Sno Particular Floors Length Homes TOTAL 1 Bath 10 1 10
UPVC- External Work only 2 toilet 0 1 0
1 .-do- 15mm dia UPVC pipe 3
2 .-do- 20mm dia UPVC pipe
3 .-do- 25mm dia UPVC pipe
4 .-do- 32mm dia UPVC pipe Brass shower rose
Sno Particular Nos Floors Blocks TOTAL Drilling Holes
Sno Particular Nos Floor TOTAL
1 Brass Gate Valve- 15mm Dia 1 4 4
1 Brass Gate Valve- 20mm Dia 1 6 6 Roof/ Chezza/ stone
2 Brass Gate Valve- 25mm Dia 1 6 6 1 Block 15 2 30
3 Brass Gate Valve- 32mm Dia 1 1 1
4 Brass Gate Valve- 40mm Dia 1 0 0
5 Brass Gate Valve- 50mm Dia 1 0 0
1 BLOCK 20 2 40
Non Return Valve
Sno Particular Nos Floors Blocks TOTAL
1 NRV Valve- 25mm Dia 1 8 8
2 NRV Valve- 32mm Dia 1 6 6
3 NRV Valve- 40mm Dia 1 0 0
CP Stop Cock (Concealed)
Sno Particular Nos Floors Blocks TOTAL
1 Stop Cock- Concealed 1 10 10
Sno Particular Nos Floors Blocks TOTAL
1 Stop Cock- 20mm 1 10 10
Removing old pipelines
Sno Particular Nos Length Blocks TOTAL
1 Removal of Old plumbing line 0 0 0
AC/CI rain water pipes
Sno Particular Nos Length Blocks TOTAL
1 Removal old Rain down pipes 0 0 0
SR : #REF! Floor 5 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 5 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
SR SR 5+6 #REF! 0% 9+10
1 13.14 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 13.6.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 13.6.2.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 13.15 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 13.3.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 13.5.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 13.5.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 621 409
8 13.4.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 600
9 13.4.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 973
0 13.4.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 1315
0 13.4.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 2052
10 13.9.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 13.16 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 13.34 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 13.31.6 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 450
0 13.31.5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 300
13 13.31.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 215
14 13.31.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 165
0 13.31.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 125
0 13.32.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 250
15 13.32.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 210
0 13.32.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 130
16 13.36 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
17 13.37 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Terrace -1 Floor Sanitary Estimate
Terrace-1 MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : #REF!
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 #REF! #REF!
Gents Toilets 1 1.00
Ladies toiles 1 1.00
Total #REF! 3.00 #REF! #REF!
2 14.3.1 #REF! #REF!
Gents Toilets 2 2.00
Ladies toiles 1 1.00
Total #REF! 11.00 #REF! #REF!
3 14.5.1 #REF! #REF!
Gents toilets 6 1.00 6.00
Ladies toiles 6 1.00 6.00
Total #REF! 12.00 #REF! #REF!
4 14.7.2 #REF! #REF!
Wash Basin 3 1 3.00
Gents Toilet 6 1 6.00
Ladies Toilet 6 1 6.00
Toilets 3 1 3.00
#REF! 18.0 #REF! #REF!
5 14.16A #REF! #REF!
Health faucet for european commode (MR)
Toilet 8 1 8.00
Gents Toilets 2 1 2.00
Ladies toiles 1 1 1.00
#REF! 11.0 #REF! #REF!
6 14.22B #REF! #REF!
Toilet 10 1 10.00
Gents Toilets 6 1 6.00
Ladies toiles 6 1 6.00
#REF! 22.0 #REF! #REF!
7 14.31 #REF! #REF!
Hand wash 24 24.0
Ladies Toilet 4 4.0
Toilets 10 10.0
Total #REF! 42.00 #REF! #REF!
8 14.39 #REF! #REF!
Hand wash 2 12 24.00
Gents Toilet 1 4 4.00
Ladies Toilet 1 4 4.00
Toilets 2 5 10.00
#REF! 42.00 #REF! #REF!
Hand wash 24 24.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Toilets 10 10.00
Total Nos 42.00 #REF! #REF!
On External wall
For Sewage 3 20 60
For Sullage 3 20 60
Rmt 120.0 #REF! #REF!
11 11.2 #REF! #REF! (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 6 2.2 1.5 19.8
Gents toilet 6 2.4 1.75 25.2
Ladies Toilet 6 2.4 1.75 25.2
#REF! 3.5 245.7 #REF! #REF!
12 9.24 #REF! #REF!
Wash basin Slab 0.0
Hand wash 6 1.5 0.6 5.4
Gents toilet 6 1 0.6 3.6
Ladies Toilet 6 1.2 0.6 4.3
#REF! 13.3 #REF! #REF!
13 13.4 #REF! #REF!
Hand wash 1 5 5.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
Total Each 26.00 #REF! #REF!
14 13.38 #REF! #REF!
Hand wash 1 10 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
Total Each 31.00 #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 8 GL #VALUE!
Gents Toilets 2 FF #VALUE!
Ladies toiles 1 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 24 24.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Toilets 10 10.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
Commode Wash Basin (SINK) TRAPS
Sno Particular Nos Floor For BLOCK TOAL NOS Sno Particular Nos Floor Blocks TOTAL Sno Particular Nos Floor TOTAL
1 Indian Commode Sink Nahani Trap
2 Toilet 1 GL 1 1.00 1 Wash Basin 3 1 1 3
3 Gents Toilets 1 FF 1 1.00 2 Gents Toilet 6 1 1 6 1 Hand wash 1 10 10
4 Ladies toiles 1 SL 1 1.00 3 Ladies Toilet 6 1 1 6 2 Gents Toilet 2 4 8
5 Total 3.00 4 Toilets 3 1 1 3 3 Ladies Toilet 2 4 8
6 Western Angle (40x40x12) for sink slab support Length of angle 2 frame for 1 sink 4 Toilets 1 5 5
7 Toilet 8 GL 1 8.00 1 Angle length no frame along sink L 5
8 Gents Toilets 2 FF 1.00 2.00 Hand wash 6 2.2 1.5 19.8 Total 31
9 Ladies toiles 1 SL 1.00 1.00 Gents toilet 6 2.4 1.75 25.2
total 11.00 Ladies Toilet 6 2.4 1.75 25.2 Gully Trap
Black Granite slab over angle frame 1 Hand wash 1 5 5
Health faucet for european commode (MR) 1 Hand wash 6 1.5 0.6 5.4 2 Gents Toilet 2 4 8
2 Gents toilet 6 1 0.6 3.6 3 Ladies Toilet 2 4 8
1 Toilet 8 GL 1 8.00 3 Ladies Toilet 6 1.2 0.6 4.32 4 Toilets 1 5 5
2 Gents Toilets 2 FF 1 2.00 Total 26
3 Ladies toiles 1 SL 1 1.00 PVC Pipe
total 11.00 Sno Particular Nos Length Homes TOTAL
UPVC- External Wall
On External wall
Urinal Basin 1 For Sewage 3 20 1 60
2 Gents toilets 6 1.00 6.00 2 For Sullage 3 20 1 60
3 Ladies toiles 6 1.00 6.00
Single lever Wall mixer
1 Toilet 10 1 10.00
2 Gents Toilets 6 1 6.00
3 Ladies toiles 6 1 6.00
Hook,Hanger, soap dish & Mirror
Sno Particular Nos floors TOTAL
1 Hand wash 2 12 24
2 Gents Toilet 1 4 4
3 Ladies Toilet 1 4 4
4 Toilets 2 5 10
Brass Towel Rail
1 Hand wash 2 12 24
2 Gents Toilet 1 4 4
Removing old Sanitary wares 3 Ladies Toilet 1 4 4
WCs and Sink 4 Toilets 2 5 10
Sno Particular Nos Floor Units TOTAL
1 Removal of Old WC and Sink 0 0 0 0
AC/CI rain water pipes
Sno Particular Nos Length Blocks TOTAL
1 Removal old Rain down pipes 0 50 0 1 Hand wash 2 12 24
2 2 Rooms 1 4 4
3 3 Ladies Toilet 1 4 4
4 4 Toilets 2 5 10
SR : #REF! Floor 5
RATE ANLYSIS OF SANITARY WORKS- 5 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate
SR SR 5+6 #REF! 0% 9+10
1 14.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 14.3.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 14.5.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 14.7.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 14.7.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 14.16A #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 14.22B #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 14.31 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
8 14.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
9 14.40.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
10 10.1.7 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 11.20 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 9.24 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
13 13.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14 13.38 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for Terrace Floor 1-A (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF TERRACE FLOOR - 1A
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor & Head room columns
Column - CG1 - Dummy 16 0.30 0.45 1.00 2.16
Column - CG3 - Dummy 6 0.30 0.75 1.00 1.35
Column - CG4 - Dummy 13 0.30 0.90 1.00 3.51
Column - CG5 - Dummy 4 0.35 0.45 1.00 0.63
Column - CG6 - Dummy 2 0.35 0.60 1.00 0.42
Column - CG7 - Dummy 9 0.35 0.75 1.00 2.36
Column - CG8 - Dummy 5 0.35 0.90 1.00 1.58
Column - CG9 - Dummy 2 0.40 0.90 1.00 0.72
Column - CG10 - Dummy 4 0.45 0.60 1.00 1.08
Column - CG11 - Dummy 3 0.45 0.90 1.00 1.22
Column - CG13 -0.6m Dia - Dummy 32 0.28 1.00 9.05
Column - CG14 -0.75m Dia - Dummy 10 0.44 1.00 4.42
Column - CG15 -0.9m Dia 0 0.64 3.50 0.00
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For Columns Concrete Cost
3 SL 2.6.2 Vol-1, Pg -17 Formwork For Staging Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation
Additional Formwork Staging for Shuttering, Centering & Scaffolding for Columns
For Columns Concrete Cost
4 2.8.2 Vol-1, Pg -17 Self Compacting Concrete Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture,water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m
Self compacting Concrete - Beams
4 Dome at 4 Corners circular beam - Beam - BG2 4 10.68 0.30 0.60 7.69
4 Small Dome at 4 Corners circular beam - Beam - BG2 4 7.85 0.30 0.60 5.65
Beams above Ladies & Gents Toilet - Beam - BG1 8 3.89 0.30 0.60 5.60
Beams above rear side Staircase - Beam - BG3 1 3.85 0.30 0.75 0.87
Beams above rear side Staircase - Beam - BG1 1 3.85 0.30 0.60 0.69
Rear lobby beams - Beam - BG3 1 9.74 0.30 0.75 2.19
Front centre dome - Beam - BG4 1 29.94 0.30 0.90 8.08
Front and Rear Head Room - Beam - BG2 2 3.35 0.30 0.60 1.21
Left and Right Head Room - Beam - BG2 4 4.20 0.30 0.60 3.02
RCC WATER TANK (Bottom & Top) - Beam - BG1 8 3.80 0.30 0.60 5.47
Beams above Ladies & Gents Toilet - Beam - BG1 8 4.59 0.30 0.60 6.61
Beams above rear side Staircase - Beam - BG1 2 7.20 0.30 0.60 2.59
Front and Rear Head Room - Beam - BG2 2 6.97 0.30 0.60 2.51
Left and Right Head Room - Beam - BG2 4 4.89 0.30 0.60 3.52
RCC WATER TANK (Bottom & Top) - Beam - BG1 8 3.10 0.30 0.60 4.46
5 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
For RCC Beams Concrete Cost
2.8.2 Vol-1, Pg -18 RCC For Slab
4 Dome at 4 Corners 4 9.08 1.00 0.15 5.45
4 Small Dome at 4 Corners 4 4.91 1.00 0.15 2.95
Central Dome 1 66.91 1.00 0.15 10.04
Front and Rear Head Room 1 3.35 6.97 0.15 3.50
Left and Right Head Room 2 4.20 4.89 0.15 6.16
4 Dome at 4 Corners 4 10.68 2.33 0.25 24.89
4 Small Dome at 4 Corners 4 7.85 1.80 0.25 14.14
Coving to Expansion Joints Front & Rear 4 9.70 1.00 0.10 3.88
Small Domes around Corners & Lobbys 0 3.14 0.75 0.20 0.00
Projection of Domes at Corners 4 10.68 0.60 0.20 5.13
Projection of small Domes 4 7.85 0.60 0.20 3.77
Architectural Projections around openings below Dome wall 8 1.50 0.45 0.15 0.81
Architectural Projections around openings below Dome wall 8 1.50 0.45 0.15 0.81
Small Domes around Corners & Lobbys 16 3.14 1.00 0.10 5.03
RCC WATER TANK (Bottom & Top) 8 3.80 3.10 0.00 0.00
6 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% dome - 70%
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
7 SL No-20, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70%
Curved Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
2.10.d Vol-1, Pg -18 R C C for Staircase 0.00
0 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase 0
For StairCase Concrete Cost 0
8 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
4 Dome at 4 Corners 4 10.68 0.23 0.100 0.98
4 Small Dome at 4 Corners 16 7.85 0.23 0.100 2.89
Central Dome 1 66.91 0.23 0.100 1.54
Front and Rear Head Room 2 3.35 0.23 0.100 0.15
Left and Right Head Room 2 4.20 0.23 0.100 0.19
Parapet wall around Periphery 1 218.90 0.23 0.100 5.03
Parapet wall around OTS 1 123.24 0.23 0.100 2.83
Front and Rear Head Room 2 3.35 0.23 0.100 0.15
Left and Right Head Room 4 4.20 0.23 0.100 0.39
4 Dome at 4 Corners 0 9.08 0.23 0.100 0.00
4 Small Dome at 4 Corners 0 4.91 0.23 0.100 0.00
Central Dome 0 66.91 0.23 0.100 0.00
Front and Rear Head Room 2 6.97 0.23 0.100 0.32
Left and Right Head Room 2 4.89 0.23 0.100 0.22
Front and Rear Head Room 2 6.97 0.23 0.100 0.32
Left and Right Head Room 4 4.89 0.23 0.100 0.45
Partition wall 0.00
Partition wall 3 3.00 0.23 0.100 0.21
M20 R C C Lintel Beam
4 Dome at 4 Corners 4 10.68 0.23 0.20 1.97
Central Dome 1 66.91 0.23 0.20 3.08
Front and Rear Head Room 2 3.35 0.23 0.20 0.31
Left and Right Head Room 2 4.20 0.23 0.20 0.39
Front and Rear Head Room 2 3.35 0.23 0.20 0.31
Left and Right Head Room 4 4.20 0.23 0.20 0.77
4 Dome at 4 Corners 0 9.08 0.23 0.20 0.00
4 Small Dome at 4 Corners 0 4.91 0.23 0.20 0.00
Central Dome 0 66.91 0.23 0.20 0.00
Front and Rear Head Room 2 6.97 0.23 0.20 0.64
Left and Right Head Room 2 4.89 0.23 0.20 0.45
Front and Rear Head Room 2 6.97 0.23 0.20 0.64
Left and Right Head Room 4 4.89 0.23 0.20 0.90
Lintel For Partition Wall
Partition wall 3 3.00 0.12 0.20 0.21
Screed Concrete 1 1813.94 0.10 181.39
9 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for StairCase
For Lintel & Sill Concrete Cost
2.10.b Vol-1, Pg -18 R C C for Chajja
Periphery of the Building 0 342.14 0.60 0.100 0.00
For Corner Dome Inspection 4 10.15 0.75 0.100 3.04
For Central Dome Inspection 1 29.22 1.50 0.100 4.38
Horizontal 0.00
Projections 0.00
Projection for Shelf 0 5.00 1.00 0.100 0.00
10 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Chejja
For RCC Chejja Concrete Cost
11 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM From FF To SF
4 Small Dome at 4 Corners 16 7.85 0.230 1.20 34.68
Front and Rear Head Room 2 3.35 0.230 2.79 4.30
Left and Right Head Room 2 4.20 0.230 2.79 5.39
Parapet wall around Periphery 1 218.90 0.230 1.20 60.42
Parapet wall around OTS 1 123.24 0.230 1.20 34.01
Front and Rear Head Room 2 3.35 0.230 2.79 4.30
Left and Right Head Room 4 4.20 0.230 2.79 10.77
4 Dome at 4 Corners 0 9.08 0.230 2.79 0.00
4 Small Dome at 4 Corners 0 4.91 0.230 2.79 0.00
Central Dome 0 66.91 0.230 2.79 0.00
Front and Rear Head Room 2 6.97 0.230 2.79 8.94
Left and Right Head Room 2 4.89 0.230 2.79 6.27
Front and Rear Head Room 2 6.97 0.230 2.79 8.94
Left and Right Head Room 4 4.89 0.230 2.79 12.54
Lintel Qty -206.74
12 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Partition wall 3 3.00 3.50 31.50
13 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 150 Kg/Cum 150 206.74 31011.59
Slab Beam @ 200 Kg/Cum 200 60.20 12040.00
Stair case @ 45 Kg/Cum 45 0.00 0.00
Steel Measurement sheet attached 0.00
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
16 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
17 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak
Providing & Fixing Flush Door
18 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
19 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
20 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
21 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Tower Bolt
22 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door Handles x 2
23 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets 0.00
SD - Toilet. 0 5.30 0.00
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters 0.00
24 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
25 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
26 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
EXTRA GRILL THAN WINDOWS
0 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase 0.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -2-B1 0 8.76 1.00 0.00
Waist Slab -2-B1 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -5 0 7.90 1.00 0.00
Waist Slab -5 0 7.90 1.00 0.00
Considering 25 kg /sqm 0.00
27 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
4 Small Dome at 4 Corners 4 11.82 2.79 131.76 1.08
Central Dome 1 135.82 2.79 378.60
Front and Rear Head Room 1 20.64 2.79 57.53
Left and Right Head Room 2 18.18 2.79 101.35
Interior Plaster
Loft/Racks 0 0.00 2.79 0.00
Central Dome 1 66.91 2.79 186.51
Front and Rear Head Room 4 3.35 2.79 37.35
Projection of Domes at Corners 4 8.00 2.79 89.20
Projection of Domes at Both side of Lobby 4 5.00 2.79 55.75
Architectural Projections around openings below Dome wall 16 1.50 2.79 66.90
Coving to Expansion Joints Front & Right 4 9.70 2.79 108.16
Small Domes around Corners & Lobbys 16 3.14 2.79 140.12
Parapet wall around Periphery 1 218.90 2.79 610.18
Parapet wall around OTS 1 123.24 2.79 343.53
Deduct 1/2 the area of the door & window openings
O1- Corridor 0 2.50 3.85 0.00
O2- StairCase 0 2.50 3.85 0.00
Beam sides PLASTER
4 Dome at 4 Corners circular beam - Beam - BG2 4 10.68 1.20 51.27
4 Small Dome at 4 Corners circular beam - Beam - BG2 4 7.85 1.20 37.70
Beams above Ladies & Gents Toilet - Beam - BG1 8 3.89 1.20 37.34
Beams above rear side Staircase - Beam - BG3 1 3.85 1.50 5.78
Beams above rear side Staircase - Beam - BG1 1 3.85 1.20 4.62
Rear lobby beams - Beam - BG3 1 9.74 1.50 14.60
Front centre dome - Beam - BG4 1 29.94 1.80 53.89
Front and Rear Head Room - Beam - BG2 2 3.35 1.20 8.04
Left and Right Head Room - Beam - BG2 4 4.20 1.20 20.16
RCC WATER TANK (Bottom & Top) - Beam - BG1 8 3.80 1.20 36.48
Beams above Ladies & Gents Toilet - Beam - BG1 8 4.59 1.20 44.06
Beams above rear side Staircase - Beam - BG1 2 7.20 1.20 17.28
Front and Rear Head Room - Beam - BG2 2 6.97 1.20 16.73
Left and Right Head Room - Beam - BG2 4 4.89 1.20 23.47
RCC WATER TANK (Bottom & Top) - Beam - BG1 8 3.10 1.20 29.76
28 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 187 2992.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 55.37 55.37
29 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Add two Times the Chajja Arrea 2 171.90 343.80
Exterior Plaster
4 Dome at 4 Corners 4 10.68 3.00 128.18
4 Dome at Both side of Lobby 4 7.85 3.00 94.25
Central Dome 4 29.85 3.00 358.14
4 Dome at Both side of Lobby 4 16.12 3.00 193.40
Parapet (Architectural beauty) 1 152.00 0.45 68.40
For Corners (Architectural beauty) 0 22.00 1.50 0.00
Parapet wall around Periphery 1 218.90 2.70 591.03
Parapet wall around OTS 1 123.24 2.70 332.75
Front and Rear Head Room 2 3.35 0.23 1.54
Left and Right Head Room 4 4.20 0.23 3.86
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
Washing Platform 0.00
30 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
4 Dome at 4 Corners 4 9.08 1.00 36.32
4 Small Dome at 4 Corners 4 4.91 1.00 19.63
Central Dome 1 66.91 1.00 66.91
Front and Rear Head Room 1 3.35 6.97 23.35
Left and Right Head Room 2 4.20 4.89 41.08
4 Dome at 4 Corners 4 10.68 2.33 99.55
4 Small Dome at 4 Corners 4 7.85 1.80 56.55
Coving to Expansion Joints Front & Rear 4 9.70 1.00 38.80
Small Domes around Corners & Lobbys 0 3.14 0.75 0.00
Projection of Domes at Corners 4 10.68 0.60 25.64
Projection of small Domes 4 7.85 0.60 18.85
Architectural Projections around openings below Dome wall 8 1.50 0.45 5.40
Architectural Projections around openings below Dome wall 8 1.50 0.45 5.40
Small Domes around Corners & Lobbys 16 3.14 1.00 50.27
RCC WATER TANK (Bottom & Top) 8 3.80 3.10 94.24
Ceiling Quantity
Quantity is same as interior plaster : 3180.13 Sq m 3180.13
Ceiling Quantity 581.98
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
ADD FOR THRESHOLDS 0.00
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
0 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Stair Case 0.00
Add for skirting and nosing 20% 0.00
31 9.12.1 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm.
4 Dome at 4 Corners 4 9.08 1.00 36.32
Central Dome 1 66.91 1.00 66.91
Add for Thresholds 0.00
4 Dome at 4 Corners 4 20.16 0.10 8.06
Central Dome 1 135.82 0.10 13.58
0 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
Toilet Flooring 0
Add for Thresholds 0.00
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0 0.00 0.00 0.00
Deductions 0.00
32 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity is same as interior plaster : 3180.13 Sq m 3180.13
Ceiling Quantity 581.98
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
33 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 2777.60
0 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.
Truss Steel Length Wt/mt 0.00
Considering Roof Truss as 25 kg/sqm for Area to be Covered 252.65 25.00 0.00
0 7.1.1 Vol-2, Pg -21 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m².
GS Sheet Roofing 0.00
Terrace Area 0 252.65 0.00
0 7.4.1 Vol-2, Pg -21 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m².
Ridge line 0.00
over GS sheets top 36 0.60 0.00
over GS sheets Sides 36 0.60 0.00
34 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill
Square meter area is same as M S grill Window 83.02
35 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 83.02
36 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 19.95
Multiplying Doors qty by 2.4 47.88
For Wooden Frames
37 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 85.86
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2.
For granite counter 0 0.00 0.00 0.00
Partition between urinals 0 1.20 0.60 0.00
38 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound
Qty same as Ceramic Flooring (For Toilet Portion) 1 0.00 0.00
Terrace portion 1 1813.94 1813.94
39 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
40 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.90 36.72
41 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge
Water Proofing to Expansion Joints
24 Columns - 4 Faces 12 18.90 226.80
Beams Front and Rear Lobby 4 10.20 40.80
42 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Aluminium Sheet Covering to Joints
24 Columns - 4 Faces 12 18.90 226.80
Beams Front and Rear Lobby 4 10.20 40.80
43 7.61 Vol-2, Pg -36 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints.
Filler to Expansion Joints
Beams Front and Rear Lobby 4 10.20 0.23 0.30 12.24
44 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
4 Dome at 4 Corners 4 9.08 1.00 36.32
4 Small Dome at 4 Corners 4 4.91 1.00 19.63
Central Dome 1 66.91 1.00 66.91
Front and Rear Head Room 1 3.35 6.97 23.35
Left and Right Head Room 2 4.20 4.89 41.08
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for TERRACE FLOOR -1A Floor 5
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 310.95 6529.95 326.50 6856.45 0.00 6856.45
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 SL 2.6.2 Vol-1, Pg -17 Formwork For Staging Beyond 5 m upto 10 m add 12% extra on formwork for staging & base preparation % 0.12 0.00 0.12 0.00 0.12 0.00 0.12
4 2.8.2 Vol-1, Pg -17 Self Compacting Concrete Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture,water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m m4 8509.20 425.46 8934.66 446.73 9381.39 0.00 9381.39
5 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
6 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
7 SL No-20, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
0 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
8 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 299.20 6283.20 314.16 6597.36 0.00 6597.36
9 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
10 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
11 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 398.90 8376.90 418.85 8795.75 0.00 8795.75
12 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 51.45 1080.45 54.02 1134.47 0.00 1134.47
13 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 4009.75 84204.75 4210.24 88414.99 0.00 88414.99 #REF!
14 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 4940.75 103755.75 5187.79 108943.54 0.00 108943.54
15 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 50.75 1065.75 53.29 1119.04 0.00 1119.04
16 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 354.25 7439.25 371.96 7811.21 0.00 7811.21
17 12.57.4 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side Teak m2 4532.00 226.60 4758.60 237.93 4996.53 0.00 4996.53
18 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 55.70 1169.70 58.49 1228.19 0.00 1228.19
19 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 539.15 11322.15 566.11 11888.26 0.00 11888.26
20 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 21.85 458.85 22.94 481.79 0.00 481.79
21 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 21.75 456.75 22.84 479.59 0.00 479.59
22 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 12.45 261.45 13.07 274.52 0.00 274.52
23 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 13.75 288.75 14.44 303.19 0.00 303.19
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 11.95 250.95 12.55 263.50 0.00 263.50
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 312.25 6557.25 327.86 6885.11 0.00 6885.11
24 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 336.70 7070.70 353.54 7424.24 0.00 7424.24
25 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 285.95 6004.95 300.25 6305.20 0.00 6305.20
26 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 9.15 192.15 9.61 201.76 0.00 201.76
0 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 28.25 593.25 29.66 622.91 0.00 622.91
27 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 12.65 265.65 13.28 278.93 0.00 278.93
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 12.00 252.00 12.60 264.60 0.00 264.60
28 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 1.90 39.90 2.00 41.90 0.00 41.90
29 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 19.10 401.10 20.06 421.16 0.00 421.16
30 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 5.00 105.00 5.25 110.25 0.00 110.25
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 142.40 2990.40 149.52 3139.92 0.00 3139.92
0 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 266.30 5592.30 279.62 5871.92 0.00 5871.92
31 9.12.1 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm. m2 1078.00 53.90 1131.90 56.60 1188.49 0.00 1188.49
0 9.32 Vol-2, Pg -64 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. m2 2582.00 129.10 2711.10 135.56 2846.66 0.00 2846.66
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. m2 1446.00 72.30 1518.30 75.92 1594.22 0.00 1594.22
32 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 7.90 165.90 8.30 174.20 0.00 174.20
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 1.65 34.65 1.73 36.38 0.00 36.38
33 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 7.80 163.80 8.19 171.99 0.00 171.99
0 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 5.65 118.65 5.93 124.58 0.00 124.58
0 7.1.1 Vol-2, Pg -21 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m². m2 879.00 43.95 922.95 46.15 969.10 0.00 969.10
0 7.4.1 Vol-2, Pg -21 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m². m 639.00 31.95 670.95 33.55 704.50 0.00 704.50
34 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 2.50 52.50 2.63 55.13 0.00 55.13
35 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 5.75 120.75 6.04 126.79 0.00 126.79
36 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 2.65 55.65 2.78 58.43 0.00 58.43
37 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 6.90 144.90 7.25 152.15 0.00 152.15
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2. m2 4003.00 200.15 4203.15 210.16 4413.31 0.00 4413.31
38 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 40.85 857.85 42.89 900.74 0.00 900.74
39 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 14.55 305.55 15.28 320.83 0.00 320.83
40 7.62 Vol-2, Pg -36 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. m2 548.00 27.40 575.40 28.77 604.17 0.00 604.17
41 15.26 Vol-2, Pg -156 Expansion Joints : Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having Compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 2000.00 100.00 2100.00 105.00 2205.00 0.00 2205.00
42 7.64.1.2 Vol-2, Pg -37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 725.00 36.25 761.25 38.06 799.31 0.00 799.31
43 7.61 Vol-2, Pg -36 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. m3 25844.00 1292.20 27136.20 1356.81 28493.01 0.00 28493.01
44 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.15 3.15 0.16 3.31 0.00 3.31
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Terrace -2A Floor Water Supply Estimate
Terrace-2A MEASUREMENTS & ABSTRACT OF INTERNAL WATER SUPPLY WORKS SR : #REF!
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Rate Amount
1 13.14 #REF! #REF!
Wash Basin 10 10.00
Gents Toilet 8 8.00
Ladies Toilet 8 8.00
Toilets 10 10.00
Total #REF! 36.00 #REF! #REF!
NRV Valve- 25mm Dia 8 8.00
#REF! 8.00 #REF! #REF!
NRV Valve- 32mm Dia 6 6.00
#REF! 6.00 #REF! #REF!
4 13.15 #REF! #REF!
Stop Cock- Concealed 10 10.00
#REF! 10.00 #REF! #REF!
5 13.3.2 #REF! #REF!
Stop Cock- 20mm 10 10.00
#REF! 10.00 #REF! #REF!
6 13.5.1 #REF! #REF!
For inlet of storage tank 4 4.00
#REF! 4.00 #REF! #REF!
7 13.5.2 #REF! #REF!
for Along the wall pipe 6 6.00
#REF! 6.00 #REF! #REF!
8 13.4.1 #REF! #REF!
for pipe on Roof 6 6.00
#REF! 6.00 #REF! #REF!
9 13.4.2 #REF! #REF!
#REF! 1.00 #REF! #REF!
0 13.4.3 #REF! #REF!
#REF! 0.00 #REF! #REF!
0 13.4.4 #REF! #REF!
#REF! 0.00 #REF! #REF!
#REF! 10.00 #REF! #REF!
11 13.16 #REF! #REF!
#REF! 10.00 #REF! #REF!
12 13.34 #REF! #REF!
Polythene water storage
storage capacity (500LNos-0) 0 500.00 0.00
storage capacity (1000LNos-2) 2 1000.00 2000.00
storage capacity (1500LNos-0) 0 1500.00 0.00
storage capacity (2000LNos-0) 0 2000.00 0.00
#REF! 2000.00 #REF! #REF!
Bore well to Sump 0 0.00 0.00
#REF! 0.00 #REF! #REF!
From Bore well to OHT 0 0.00 0.00
#REF! 0.00 #REF! #REF!
From 40mm pipe to over head water storage tank 1 30.00 30.00
connecting from Storage tank to 25mm 0 120.00 0.00
from Over head storage water tank to 25mm 1 72.00 72.00
#REF! 102.00 #REF! #REF!
For supplying of OHT 1 60.00 60.00
From OHT along the wall (25mm) to 20mm dia pipe 1 80.00 80.00
From 25mm dia along wall to 20mm dia pipe 1 96.00 96.00
#REF! 236.00 #REF! #REF!
(for Hot for inside Building 1 72.00 72.00
(for Cold) for inside Building 1 96.00 96.00
#REF! 168.00 #REF! #REF!
(for Hot and Cold) for inside building 0 0.00 0.00
#REF! 0.00 #REF! #REF!
16 13.36 #REF! #REF!
Block No 30 30.00
Total #REF! 30.00 #REF! #REF!
17 13.37 #REF! #REF!
Block No 40 40.00
Total #REF! 40.00 #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Nos 10.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 1 0.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 0 2 0.00
Kitchen 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
water Storage tank PIPES Water oulets
Sno Particular Nos capacity For BLOCK TOAL NOS Sno Particular Floors Length Homes TOTAL Sno Particular Nos taps TOTAL
1 Polythene water storage CPVC CP Long Body Bib cock
2 storage capacity 0 500L 1 0.00
3 storage capacity 2 1000L 1 2.00 CPVC- External Work (water rising above) 1 Wash Basin 10 1 10
4 storage capacity 0 1500L 1 0.00 1 .-Do- 20mm nominal OD pipes (CPVC) 0 0 0 0 2 Gents Toilet 2 4 8
5 storage capacity 0 2000L 1 0.00 2 .-Do- 25mm nominal OD pipes (CPVC) 1 30 2 60 3 Ladies Toilet 2 4 8
6 3 .-Do- 32mm nominal OD pipes (CPVC) 1 30 1 30 4 Toilets 5 2 10
7 Rising main 32mm. 0 60 2 0 5 Kitchen 0 0 0
4 .-Do- 40mm nominal OD pipes (CPVC) 0 20 3 0
5 .-Do- 50mm nominal OD pipes (CPVC) 0 100 2 0
CPVC- External Work (water coming below)
6 .-Do- 32mm nominal OD pipes (CPVC) 1 12 6 72
8 7 .-Do- 25mm nominal OD pipes (CPVC) 1 10 8 80
10 8 .-Do- 15mm nominal OD pipes (CPVC) 1 20 6 120
11 CPVC- Concealed Work
12 1 .-Do- 25mm nominal OD pipes (Concealed CPVC)
13 (for Hot and Cold)
14 2 .-Do- 20mm nominal OD pipes (Concealed CPVC)
(for Hot 1 12 6 72
(for Cold) 1 12 8 96
3 .-Do- 15mm nominal OD pipes (Concealed CPVC) HOT and cold mixer
(for Hot and Cold) 1 5 6 30 Sno Particular Nos Floor TOTAL
Sno Particular Floors Length Homes TOTAL 1 Bath 10 1 10
UPVC- External Work only 2 toilet 0 1 0
1 .-do- 15mm dia UPVC pipe 3
2 .-do- 20mm dia UPVC pipe
3 .-do- 25mm dia UPVC pipe
4 .-do- 32mm dia UPVC pipe Brass shower rose
Sno Particular Nos Floors Blocks TOTAL Drilling Holes
Sno Particular Nos Floor TOTAL
1 Brass Gate Valve- 15mm Dia 1 4 4
1 Brass Gate Valve- 20mm Dia 1 6 6 Roof/ Chezza/ stone
2 Brass Gate Valve- 25mm Dia 1 6 6 1 Block 15 2 30
3 Brass Gate Valve- 32mm Dia 1 1 1
4 Brass Gate Valve- 40mm Dia 1 0 0
5 Brass Gate Valve- 50mm Dia 1 0 0
1 BLOCK 20 2 40
Non Return Valve
Sno Particular Nos Floors Blocks TOTAL
1 NRV Valve- 25mm Dia 1 8 8
2 NRV Valve- 32mm Dia 1 6 6
3 NRV Valve- 40mm Dia 1 0 0
CP Stop Cock (Concealed)
Sno Particular Nos Floors Blocks TOTAL
1 Stop Cock- Concealed 1 10 10
Sno Particular Nos Floors Blocks TOTAL
1 Stop Cock- 20mm 1 10 10
Removing old pipelines
Sno Particular Nos Length Blocks TOTAL
1 Removal of Old plumbing line 0 0 0
AC/CI rain water pipes
Sno Particular Nos Length Blocks TOTAL
1 Removal old Rain down pipes 0 0 0
SR : #REF! Floor 6 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- 6 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate Basic Rate
SR SR 5+6 #REF! 0% 9+10
1 13.14 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 13.6.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 13.6.2.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 13.15 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 13.3.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 13.5.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 13.5.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 621 409
8 13.4.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 600
9 13.4.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 973
0 13.4.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 1315
0 13.4.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 2052
10 13.9.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 13.16 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 13.34 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 13.31.6 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 450
0 13.31.5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 300
13 13.31.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 215
14 13.31.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 165
0 13.31.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 125
0 13.32.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 250
15 13.32.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 210
0 13.32.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 130
16 13.36 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
17 13.37 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Terrace -2A Floor Sanitary Estimate
Terrace-2A MEASUREMENTS AND ABSTRACT OF SANITARY WORKS SR : #REF!
S.No Item No. Page No Particulars Unit No L (m) B (m) D (m) Qty Amount
1 14.1.1 #REF! #REF!
Gents Toilets 1 1.00
Ladies toiles 1 1.00
Total #REF! 3.00 #REF! #REF!
2 14.3.1 #REF! #REF!
Gents Toilets 2 2.00
Ladies toiles 1 1.00
Total #REF! 11.00 #REF! #REF!
3 14.5.1 #REF! #REF!
Gents toilets 6 1.00 6.00
Ladies toiles 6 1.00 6.00
Total #REF! 12.00 #REF! #REF!
4 14.7.2 #REF! #REF!
Wash Basin 3 1 3.00
Gents Toilet 6 1 6.00
Ladies Toilet 6 1 6.00
Toilets 3 1 3.00
#REF! 18.0 #REF! #REF!
5 14.16A #REF! #REF!
Health faucet for european commode (MR)
Toilet 8 1 8.00
Gents Toilets 2 1 2.00
Ladies toiles 1 1 1.00
#REF! 11.0 #REF! #REF!
6 14.22B #REF! #REF!
Toilet 10 1 10.00
Gents Toilets 6 1 6.00
Ladies toiles 6 1 6.00
#REF! 22.0 #REF! #REF!
7 14.31 #REF! #REF!
Hand wash 24 24.0
Ladies Toilet 4 4.0
Toilets 10 10.0
Total #REF! 42.00 #REF! #REF!
8 14.39 #REF! #REF!
Hand wash 2 12 24.00
Gents Toilet 1 4 4.00
Ladies Toilet 1 4 4.00
Toilets 2 5 10.00
#REF! 42.00 #REF! #REF!
Hand wash 24 24.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Toilets 10 10.00
Total Nos 42.00 #REF! #REF!
On External wall
For Sewage 3 20 60
For Sullage 3 20 60
Rmt 120.0 #REF! #REF!
11 11.2 #REF! #REF! (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 6 2.2 1.5 19.8
Gents toilet 6 2.4 1.75 25.2
Ladies Toilet 6 2.4 1.75 25.2
#REF! 3.5 245.7 #REF! #REF!
12 9.24 #REF! #REF!
Wash basin Slab 0.0
Hand wash 6 1.5 0.6 5.4
Gents toilet 6 1 0.6 3.6
Ladies Toilet 6 1.2 0.6 4.3
#REF! 13.3 #REF! #REF!
13 13.4 #REF! #REF!
Hand wash 1 5 5.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
Total Each 26.00 #REF! #REF!
14 13.38 #REF! #REF!
Hand wash 1 10 10.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 1 5 5.00
Total Each 31.00 #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 8 GL #VALUE!
Gents Toilets 2 FF #VALUE!
Ladies toiles 1 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 24 24.00
Gents Toilet 4 4.00
Ladies Toilet 4 4.00
Toilets 10 10.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
Commode Wash Basin (SINK) TRAPS
Sno Particular Nos Floor For BLOCK TOAL NOS Sno Particular Nos Floor Blocks TOTAL Sno Particular Nos Floor TOTAL
1 Indian Commode Sink Nahani Trap
2 Toilet 1 GL 1 1.00 1 Wash Basin 3 1 1 3
3 Gents Toilets 1 FF 1 1.00 2 Gents Toilet 6 1 1 6 1 Hand wash 1 10 10
4 Ladies toiles 1 SL 1 1.00 3 Ladies Toilet 6 1 1 6 2 Gents Toilet 2 4 8
5 Total 3.00 4 Toilets 3 1 1 3 3 Ladies Toilet 2 4 8
6 Western Angle (40x40x12) for sink slab support Length of angle 2 frame for 1 sink 4 Toilets 1 5 5
7 Toilet 8 GL 1 8.00 1 Angle length no frame along sink L 5
8 Gents Toilets 2 FF 1.00 2.00 Hand wash 6 2.2 1.5 19.8 Total 31
9 Ladies toiles 1 SL 1.00 1.00 Gents toilet 6 2.4 1.75 25.2
total 11.00 Ladies Toilet 6 2.4 1.75 25.2 Gully Trap
Black Granite slab over angle frame 1 Hand wash 1 5 5
Health faucet for european commode (MR) 1 Hand wash 6 1.5 0.6 5.4 2 Gents Toilet 2 4 8
2 Gents toilet 6 1 0.6 3.6 3 Ladies Toilet 2 4 8
1 Toilet 8 GL 1 8.00 3 Ladies Toilet 6 1.2 0.6 4.32 4 Toilets 1 5 5
2 Gents Toilets 2 FF 1 2.00 Total 26
3 Ladies toiles 1 SL 1 1.00 PVC Pipe
total 11.00 Sno Particular Nos Length Homes TOTAL
UPVC- External Wall
On External wall
Urinal Basin 1 For Sewage 3 20 1 60
2 Gents toilets 6 1.00 6.00 2 For Sullage 3 20 1 60
3 Ladies toiles 6 1.00 6.00
Single lever Wall mixer
1 Toilet 10 1 10.00
2 Gents Toilets 6 1 6.00
3 Ladies toiles 6 1 6.00
Hook,Hanger, soap dish & Mirror
Sno Particular Nos floors TOTAL
1 Hand wash 2 12 24
2 Gents Toilet 1 4 4
3 Ladies Toilet 1 4 4
4 Toilets 2 5 10
Brass Towel Rail
1 Hand wash 2 12 24
2 Gents Toilet 1 4 4
Removing old Sanitary wares 3 Ladies Toilet 1 4 4
WCs and Sink 4 Toilets 2 5 10
Sno Particular Nos Floor Units TOTAL
1 Removal of Old WC and Sink 0 0 0 0
AC/CI rain water pipes
Sno Particular Nos Length Blocks TOTAL
1 Removal old Rain down pipes 0 50 0 1 Hand wash 2 12 24
2 2 Rooms 1 4 4
3 3 Ladies Toilet 1 4 4
4 4 Toilets 2 5 10
SR : #REF! Floor 6
RATE ANLYSIS OF SANITARY WORKS- 6 FLOOR Buildings
Item # Page No Particulars Unit Basic Rate (Rs) Lift charge Net Rate Area Specific Loading Finished Rate GST Final Rate
SR SR 5+6 #REF! 0% 9+10
1 14.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 14.3.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 14.5.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 14.7.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 14.7.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 14.16A #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 14.22B #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 14.31 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
8 14.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
9 14.40.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
10 10.1.7 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 11.20 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 9.24 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
13 13.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14 13.38 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for Terrace Floor 1-B (Civil Works)
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
MEASUREMENTS AND ABSTRACT OF TERRACE FLOOR - 1B
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
R C C Column From Floor to Floor & Head room columns
Column - CG1 - Dummy 0 0.30 0.45 1.00 0.00
Column - CG2 - Dummy 0 0.30 0.60 1.00 0.00
Column - CG3 - Dummy 20 0.30 0.75 1.00 4.50
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Column - CG3 - Dummy 0 0.30 0.75 1.00 0.00
Column - CG4 - Dummy 0 0.30 0.90 -3.50 0.00
Column - CG5 - Dummy 0 0.35 0.45 1.00 0.00
Column - CG6 - Dummy 0 0.35 0.60 1.00 0.00
Column - CG7 - Dummy 0 0.35 0.75 1.00 0.00
Column - CG8 - Dummy 0 0.35 0.90 1.00 0.00
Column - CG9 - Dummy 0 0.40 0.90 1.00 0.00
Column - CG10 - Dummy 0 0.45 0.60 1.00 0.00
Column - CG11 - Dummy 0 0.45 0.90 1.00 0.00
Column - CG13 -0.6m Dia - Dummy 0 0.28 1.00 0.00
Column - CG14 -0.75m Dia - Dummy 0 0.44 1.00 0.00
Column - CG15 -0.9m Dia 0 0.64 6.00 0.00
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70%
Shuttering, Centering & Scaffolding for Columns
For Columns Concrete Cost
3 2.8.2 Vol-1, Pg -17 Self Compacting Concrete Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture,water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m
Self Compacting Concrete
2.8.2 Vol-1, Pg -17 R C C for Roof Beam
Central Dome - Beam - BG5 1 29.00 0.30 0.90 7.83
Grid beams - Beam - BG5 2 9.23 0.30 0.90 4.98
Spiral Beam - Beam - BG4 1 43.50 0.30 0.75 9.79
Central Dome - Beam - BG5 1 29.00 0.30 0.90 7.83
Grid beams - Beam - BG5 2 9.23 0.30 0.90 4.98
4 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
For RCC Beams Concrete Cost
2.8.2 Vol-1, Pg -17 RCC For Slab
Front central dome 0 66.91 1.00 0.15 0.00
Central Dome 1 29.00 5.80 0.30 50.45
Architechtural Projection of Domes for front central dome 1 29.00 0.45 0.15 1.96
Projection of Inspection 1 43.50 1.20 0.10 5.22
5 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Dome Centring 70%
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
6 SL No-20, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70%
Curved Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
2.8.2 Vol-1, Pg -17 R C C for Staircase 0.00
0 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for StairCase 0
For StairCase Concrete Cost 0
7 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
Sill for for 23 cm Brick masonry wall
Front central dome 0 29.00 0.23 0.100 0.00
Parapet Wall (Provision for Architecural Requirement) 1 29.00 0.23 0.100 0.67
Parapet Wall (Provision for Architecural Requirement) 0 0.00 0.23 0.100 0.00
R C C Lintel Beam 0.00
HORIZONTALS 0.00
Front central dome 0 29.00 0.23 0.20 0.00
Lintel For Partition Wall 0.00
8 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for StairCase
For Lintel & Sill Concrete Cost
2.10.b Vol-1, Pg -18 R C C for Chajja
Periphery of the Building 0.00 136.35 0.60 0.100 0.00
For Central Dome Inspection 4 54.98 1.50 0.100 32.99
Horizontal 0.00
Ventilators 0.00
Projection for Shelf 2 5.00 1.00 0.100 1.00
9 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45%
Shuttering, Centering & Scaffolding for Chejja
For RCC Chejja Concrete Cost
10 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
BBM From FF To SF
Front central dome 0 29.00 0.230 2.50 0.00
Parapet Wall (Provision for Architecural Requirement) 1 29.00 0.230 2.00 13.34
Parapet Wall (Provision for Architecural Requirement) 0.00 0.00 0.230 1.00 0.00
Lintel Qty -0.67
0 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
Partition Wall 0.00
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
Lintel Beam @ 150 Kg/Cum 150 0.67 100.04
Column @ 275 Kg/Cum 275 4.50 1237.50
Slab Beam @ 200 Kg/Cum 200 35.50 7100.00
Stair case @ 45 Kg/Cum 45 0.00 0.00
Steel Measurement sheet attached 0.00
12 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
13 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
Fixing Door & Window Frames
14 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures).
Providing & Fixing Wooden Door
0 12.57.6 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial
Providing & Fixing Flush Door 0.00
0 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Door Closers 0.00
15 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures).
Ventilator Above Door
16 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
Providing & Fixing Door Mortice Door Latch x 2
17 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
Providing & Fixing Door Aluminium Tower Bolt
18 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm
Providing & Fixing Door M S Handles x 2
19 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type)
Providing & Fixing Door Butt Hinges x 4
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section.
Door Frame for Toilets 0.00
SD - Toilet. 0 5.30 0.00
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
Door PVC Shutters 0.00
20 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
21 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).
UPVC Ventilators
22 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Grill work for windows
EXTRA GRILL THAN WINDOWS
23 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.
Hand Rail for Staircase 0.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -1-A 0 8.76 1.00 0.00
Waist Slab -2-B1 0 8.76 1.00 0.00
Waist Slab -2-B1 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -3-B2 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -4-C 0 8.76 1.00 0.00
Waist Slab -5 0 7.90 1.00 0.00
Waist Slab -5 0 7.90 1.00 0.00
Inspection Gallery 1 43.50 1.20 52.19
Considering 30 kg /sqm 52.19
24 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Front central dome 1 135.82 5.38 731.26
Interior Plaster
Loft/Racks 0 0.00 5.38 0.00
Front central dome 1 29.00 2.50 72.49
Circular Dome at both side of Front and Rear Lobby 0 15.39 4.00 0.00
Circular Dome at 4 Corners of Building 0 19.89 4.00 0.00
Wall for Dome at both side of Front and Rear Lobby 0 15.39 4.00 0.00
Parapet Wall (Provision for Architecural Requirement) 1 29.00 2.23 64.66
Deduct 1/2 the area of the door & window openings
O1- Corridor 0 2.50 3.85 0.00
O2- StairCase 0 2.50 3.85 0.00
Beam sides PLASTER
Central Dome - Beam - BG5 1 29.00 1.80 52.19
Grid beams - Beam - BG5 2 9.23 1.80 33.23
Spiral Beam - Beam - BG4 1 43.50 1.50 65.24
Central Dome - Beam - BG5 1 29.00 1.80 52.19
Grid beams - Beam - BG5 2 9.23 1.80 33.23
25 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 20 320.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 -7.22 -7.22
26 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
Add two Times the Chajja Arrea 2 339.90 679.80
Exterior Plaster
Front central dome 1 29.00 10.50 304.47
Circular Dome at 4 Corners of Building 0 19.89 4.00 0.00
Head Room for StairCase-B1 Type & Lift 1 & 2 0 18.50 4.00 0.00
Head Room for StairCase-B1 Type & Lift 1 & 2 0 9.27 4.00 0.00
Parapet (Architectural beauty) 1 55.00 0.45 24.75
For Corners (Architectural beauty) 0 22.00 1.50 0.00
Parapet Wall (Provision for Architecural Requirement) 1 29.00 2.23 64.66
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
Ventilators 0 0.00 0.00 0.00
Washing Platform 0.00
27 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
Front central dome 0.0 66.91 1.00 0.00
Central Dome 1.0 29.00 5.80 168.18
Architechtural Projection of Domes for front central dome 1.0 29.00 0.45 13.05
Projection of Inspection 1.0 43.50 1.20 52.19
Ceiling Quantity
Quantity is same as interior plaster : 1067.94 Sq m 1067.94
Ceiling Quantity 233.43
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent.
ADD FOR THRESHOLDS 0.00
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
0 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications.
Stair Case 0.00
Add for skirting and nosing 20% 0.00
28 9.12.1 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm.
Front central dome 1 66.91 1.00 66.91
Add for Thresholds 0.00
Front central dome 1 135.82 0.10 13.58
0 9.11 Vol-2, Pg -60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete.
Add for Thresholds 0.00
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
WASHING TROUGH 0.00
Horizontal 0.00 6.00 0.40 0.00
SINK OF WHITE GLAZED FIRE CLAY 0 0.00 0.00 0.00
Deductions 0.00
29 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life)
Painting for wall and ceiling
Quantity is same as interior plaster : 1067.94 Sq m 1067.94
Ceiling Quantity 233.43
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge.
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling plaster 0.00
30 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 1000.56
31 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.
Truss Steel Wt/Smt
Considering Roof Truss as 25 kg/sqm for Area to be Covered 1 66.91 25.00 1672.76
32 7.1.1 Vol-2, Pg -21 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m².
GS Sheet Roofing
Provision 1 66.91 66.91
33 7.4.1 Vol-2, Pg -21 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m².
Provision 1 36 0.60 21.60
over GS sheets Sides 1 36 0.60 21.60
34 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Priming Coat for MS Grill
Square meter area is same as M S grill Window 78.06
35 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 78.06
36 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Primer coat over wood surface
Total of doors area 2.57
Multiplying Doors qty by 2.4 6.16
Window Shutter 0.00
For Wooden Frames 0.00
37 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Two coats of painting on door shutter
Quantity same as above primer on door shutter 8.04
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2.
For granite counter 0 0.00 0.00 0.00
Partition between urinals 0 1.20 0.60 0.00
38 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.
Water proofing compound
Qty same as Ceramic Flooring (For Toilet Portion) 1 0.00 0.00
Roof Area 1 450.82 450.82
Terrace portion 0 714.81 0.00
39 18.2 Vol-2, Pg-181 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.
Structural Glazing
For Dome Opeings 1 28.99690019 2.90 84.09
40 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter.
41 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers.
Front central dome 1 66.91 1.00 66.91
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
Rate Analysis for TERRACE FLOOR -1B Floor 6
SL No Item # Page No Particulars Unit Basic Rate (Rs) Lift Charge Net Rate Area Specific Loading Finished Rate GST Final Rate
1 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 373.14 6592.14 329.61 6921.75 0.00 6921.75
2 SL No-9, Add-I Vol-1, Pg -111 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
3 2.8.2 Vol-1, Pg -17 Self Compacting Concrete Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture,water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m m4 8509.20 510.55 9019.75 450.99 9470.74 0.00 9470.74
4 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
5 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
6 SL No-20, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% m3 0.70 0.00 0.70 0.00 0.70 0.00 0.70
0 SL No-16, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50 0.00 0.50
7 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 359.04 6343.04 317.15 6660.19 0.00 6660.19
8 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60 0.00 0.60
9 SL No-19, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% m3 0.45 0.00 0.45 0.00 0.45 0.00 0.45
10 6.31 Vol-2, Pg -17 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7978.00 478.68 8456.68 422.83 8879.51 0.00 8879.51
0 6.15 Vol-2, Pg -14 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level upto floor 1 level cement mortar 1:4 (1 cement:4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m2 1029.00 61.74 1090.74 54.54 1145.28 0.00 1145.28
11 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 4811.70 85006.70 4250.34 89257.04 0.00 89257.04 #REF!
12 12.13.1 Vol-2, Pg -100 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. m3 98815.00 5928.90 104743.90 5237.20 109981.10 0.00 109981.10
13 12.51 Vol-2, Pg -104 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Nos 1015.00 60.90 1075.90 53.80 1129.70 0.00 1129.70
14 12.17 Vol-2, Pg -100 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). m2 7085.00 425.10 7510.10 375.51 7885.61 0.00 7885.61
0 12.57.6 Vol-2, Pg -105 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 35 mm thick both side commercial m2 3322.00 199.32 3521.32 176.07 3697.39 0.00 3697.39
0 12.59 Vol-2, Pg -105 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. Nos 1114.00 66.84 1180.84 59.04 1239.88 0.00 1239.88
15 12.43 Vol-2, Pg -103 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures). m2 10783.00 646.98 11429.98 571.50 12001.48 0.00 12001.48
16 11.47 Vol-2, Pg -93 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Nos 437.00 26.22 463.22 23.16 486.38 0.00 486.38
17 12.76.1 Vol-2, Pg -107 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Each 435.00 26.10 461.10 23.06 484.16 0.00 484.16
18 12.79.1 Vol-2, Pg -108 Providing and fixing bright finished brass handles with screws etc. complete: Brass handles 125 mm with plate 175x32 mm Each 249.00 14.94 263.94 13.20 277.14 0.00 277.14
19 12.75.1 Vol-2, Pg -107 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) Nos 275.00 16.50 291.50 14.58 306.08 0.00 306.08
0 12.83.2 Vol-2, Pg -108 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section. m 239.00 14.34 253.34 12.67 266.01 0.00 266.01
0 12.92 Vol-2, Pg -111 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 6245.00 374.70 6619.70 330.99 6950.69 0.00 6950.69
20 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 404.04 7138.04 356.90 7494.94 0.00 7494.94
21 12.85 Vol-2, Pg -109 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). m2 5719.00 343.14 6062.14 303.11 6365.25 0.00 6365.25
22 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 10.98 193.98 9.70 203.68 0.00 203.68
23 11.28 Vol-2, Pg -85 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge. Kg 565.00 33.90 598.90 29.95 628.85 0.00 628.85
24 8.1.1 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 253.00 15.18 268.18 13.41 281.59 0.00 281.59
0 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 14.40 254.40 12.72 267.12 0.00 267.12
25 8.16.2 Vol-2, Pg -43 Plaster mesh: Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment : Plaster mesh 150mm wide m 38.00 2.28 40.28 2.01 42.29 0.00 42.29
26 8.9 Vol-2, Pg -42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge m2 382.00 22.92 404.92 20.25 425.17 0.00 425.17
27 8.51 Vol-2, Pg -50 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. m2 100.00 6.00 106.00 5.30 111.30 0.00 111.30
0 9.24 Vol-2, Pg -63 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m2 2848.00 170.88 3018.88 150.94 3169.82 0.00 3169.82
0 9.30. Vol-2, Pg -64 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m2 5326.00 319.56 5645.56 282.28 5927.84 0.00 5927.84
28 9.12.1 Vol-2, Pg -60 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm. m2 1078.00 64.68 1142.68 57.13 1199.81 0.00 1199.81
0 9.11 Vol-2, Pg -60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. m2 885.00 53.10 938.10 46.91 985.01 0.00 985.01
0 9.39 Vol-2, Pg -65 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. m2 1446.00 86.76 1532.76 76.64 1609.40 0.00 1609.40
29 8.33.1 Vol-2, Pg -46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) m3 158.00 9.48 167.48 8.37 175.85 0.00 175.85
0 8.23.2 Vol-2, Pg -45 Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of whiting with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-incharge. m2 33.00 1.98 34.98 1.75 36.73 0.00 36.73
30 8.32 Vol-2, Pg -46 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 156.00 9.36 165.36 8.27 173.63 0.00 173.63
31 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 6.78 119.78 5.99 125.77 0.00 125.77
32 7.1.1 Vol-2, Pg -21 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m². m2 879.00 52.74 931.74 46.59 978.33 0.00 978.33
33 7.4.1 Vol-2, Pg -21 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/m². m 639.00 38.34 677.34 33.87 711.21 0.00 711.21
34 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 3.00 53.00 2.65 55.65 0.00 55.65
35 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 6.90 121.90 6.10 128.00 0.00 128.00
36 8.34.1 Vol-2, Pg -47 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 53.00 3.18 56.18 2.81 58.99 0.00 58.99
37 8.33.2 Vol-2, Pg -46 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 138.00 8.28 146.28 7.31 153.59 0.00 153.59
0 10.1.1 Vol-2, Pg -69 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2. m2 4003.00 240.18 4243.18 212.16 4455.34 0.00 4455.34
38 15.1 Vol-2, Pg -149 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. m2 817.00 49.02 866.02 43.30 909.32 0.00 909.32
39 18.2 Vol-2, Pg-181 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. m2 2685.00 0.00 2685.00 134.25 2819.25 0.00 2819.25
40 13.48 Vol-2, Pg - 125 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter. m 291.00 17.46 308.46 15.42 323.88 0.00 323.88
41 20.96 Vol-2, Pg -207 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers. m2 3.00 0.18 3.18 0.16 3.34 0.00 3.34
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for SUMP TANK
PUBLIC WORKS DEPARTMENT Type of soil Hard Soil
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Tanks 262.375 L B D Free Board Thickness of slab Working Space Thickness of Wall Thickness of Raft Thickness of Sand/Boulder Soling Thickness of PCC Bed Tank Above the ground? Tank Top Above the Ground
Nos Length Breadth Height
MEASURMENT and ABSTRACT OF SUMP TANK 81 261.375
S.N Item# Page No Particulars Nos Length Breadth Height Qty Rate Amount 27 0 Soil Profile Ordinary Soil Hard Soil Soft Rock Soft Rock by blasting Hard Rock Wedging & chisling Benching TOTAL
1 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. 0.60 1.90 0.00 0.25 2.50
Tank 1 1 16.00 9.50 0.60 91.20 Try changing depths of excavation
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Tank 2 0 0.00 6.00 0.60 0.00
2 1.15.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth.
3 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.
4 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade
5 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade
Sides retaining wall 2 15.00 0.25 2.350 17.63
Sides retaining wall 2 8.50 0.25 2.350 9.99
Sides retaining wall 0 2.50 0.20 1.500 0.00
Sides retaining wall 0 5.00 0.20 1.500 0.00
Wall in between 1 8.50 0.25 1.350 2.87
6 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10%
Shuttering, Centering & Scaffolding for Retaining Structures
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60%
Shuttering, Centering & Scaffolding for Beams
Concrete Cost 2.61625+0 = 2.62
8 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50%
Shuttering, Centering & Scaffolding for Slab
Concrete Cost 20.559+27.412+0+0 = 47.97
9 2.11.h Vol-1, Pg -19 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h.All other type of structures
Slab and retaining Wall Quantity = 81.07 Cum. 12.16
10 8.3.1 Vol-2, Pg -41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
20mm Cement plaster
Sides retaining wall 2 15.00 2.350 70.50
Top and bottom of slab 2 15.00 8.50 255.00
Top of raft 0 2.50 5.00 0.00
Sides retaining wall 0 2.50 1.500 0.00
Top and bottom of slab 0 2.50 5.00 0.00
11 8.12 Vol-2, Pg -43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge.
Quantity same as above Concere item 1.50 KG Per Cum 81.070 121.61
12 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.
For Manhole Cover (using ISA 40x40x4mm & MS sheet of 5mm thk and making foot steps of CI bars) 1 150.00 150.00
13 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Total excavation done 532.00
Filled by items 103.87
Volume of tank 261.38
Filling = Excavation(532) - Filled by Items (103.87) - Vol. of Septic tank(261.375) = 166.755 Cum. 166.76
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SoR : PWD Common SoR 2023-2024
Rate Analysis for SUMP TANK
sl no Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate GST Final Rate
1 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. m3 102.00 5.10 107.10 0.00 107.10
2 1.15.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. m3 363.00 18.15 381.15 0.00 381.15 825
3 1.3 Vol-1, Pg -5 Earth work in surface excavation by manual means for lowering & levelling the groundby chiselling and wedging in Hard rock for allworks other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out,barricading, caution lights, dressing of excavated surfaces, disposing off the excavated tuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m2 177.00 8.85 185.85 0.00 185.85 1185
4 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade m3 4747.00 237.35 4984.35 0.00 4984.35 5303
5 2.10.d Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC m30 Grade m3 6219.00 310.95 6529.95 0.00 6529.95 6277
6 SL No-11, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% m3 0.10 0.00 0.10 0.00 0.10
7 SL No-14, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% m3 0.60 0.00 0.60 0.00 0.60
8 SL No-15, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% m3 0.50 0.00 0.50 0.00 0.50
9 2.11.h Vol-1, Pg -19 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h.All other type of structures t 69749.00 3487.45 73236.45 0.00 73236.45 61335
10 8.3.1 Vol-2, Pg -41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 351.00 17.55 368.55 0.00 368.55 223
11 8.12 Vol-2, Pg -43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. Kg 64.00 3.20 67.20 0.00 67.20 9.4
12 11.2 Vol-2, Pg -77 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. kg 113.00 5.65 118.65 0.00 118.65 1800
13 1.9 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 266.00 13.30 279.30 0.00 279.30 119
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Estimate for STP - Sewage Treatment Plant
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Bio Digester & Utility MEASUREMENT ESTIMATE
SL NO Item code DESCRIPTION UNIT NOS L B D Qty Rate Amount
1 22.2.1 Vol-5, Pg -251 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. 25 KLD
2 9.1.9 Vol-5, Pg -95 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 : HDPE Grade PE80-PN6.0,200mm dia
Waste disposal collection at 4 corners of building m 4 16.00 1.00 64.00 1,510.95 96,700.80
3 9.1.13 Vol-5, Pg -95 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 : HDPE Grade PE80-PN6.0,315mm dia
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT. Waste disposal collection at 4 corners of building m 4 2.00 2.00 16.00 3,542.70 56,683.20
4 1.19.1 Vol-1, Pg -47 Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50m
Utility Shifting cum 1 150.00 0.60 1.50 135.00
For water supply 1 150.00 0.60 0.90 81.00
5 9.16.3 Vol-5, Pg -106 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia
Utility Shifting m 1 150.00 150.00 494.55 74,182.50
6 4.1.3 Vol-5, Pg -51 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) 200mm dia pipe Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes:
7 16.15.6 Vol-5, Pg -192 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame
Utility Shifting Each 8 8.00 40,300.05 322,400.40
8 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Quantity same as item no 4 135.00
Quantity same as item no 4 81.00
9 9.17.33 Vol-5, Pg 108 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc.complete. 63 MM ELECTRO FUSION ELBOW
10 2.23.1 Vol-5, Pg -22 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete. For sluice Valve of PN - 10.0 and 50mm
For water supply Each 5 5.00 5,811.75 29,058.75
11 9.11.1 Vol-5, Pg -102 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE100-PN8.0,63mm dia
Grand Total 2,226,089.25
1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
Inlet Chamber 1 1.50 1.15 1.00 1.73
Screen Chamber 0.00
Grit Chamber 0.00
Primary Settler 1 3.70 2.20 2.55 20.76
Anaerobic Baffled Reactor 1 9.70 2.70 3.15 82.50
Anaerobic filter 1 6.70 2.70 3.30 59.70
Collecting Well 1 3.142 2.25 3.45 24.39
Pump House (Above Collecting Well) 0.00
Gravel Filter Bed 1 6.70 2.70 0.50 9.05
2 1.15.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth.
Hard 40% Cum 59.00
3 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Same as qty of Item code 1.15.1 Cum 59.00
4 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.
Total Sqm 1 430.75 430.75
5 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade
Inlet Chamber 1 1.50 1.15 0.10 0.17
Screen Chamber 0 0.00 0.00 0.10 0.00
Grit Chamber 0 0.00 0.00 0.10 0.00
Primary Settler 1 3.70 2.20 0.10 0.81
Anaerobic Baffled Reactor 1 9.70 2.70 0.10 2.62
Anaerobic filter 1 6.70 2.70 0.10 1.81
Collecting Well 1 3.14 2.25 0.10 0.71
Pump House (Above Collecting Well) 0 0.00 0.00 0.10 0.00
Gravel Filter Bed 1 6.70 2.70 0.10 1.81
6 5.2 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
Qty for Misc works at site 4.00
7 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
Qty for Misc works at site 4.00
8 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade
Gravel Filter Bed 1 6.70 2.70 0.20 3.62
Additional for formwork, Centering & Scaffolding for SL No 13 : Roof (Straight & Arched) As per Appendix-I in Volume-1 of page No.-116 (20% of Finished Rate) % 20%
9 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade
Baffle Wall 1 1.50 0.10 0.50 0.08
Screen Chamber 0.00
Short Wall 0.00
Baffle Wall 0.00
Grit Chamber 0.00
Short Wall 0.00
Baffle Wall 0.00
Primary Settler
Baffle Wall 1 3.50 0.10 1.40 0.49
Anaerobic Baffled Reactor
Baffle Wall 1 9.50 0.10 1.85 1.76
Anaerobic filter
Baffle Wall 1 6.50 0.10 1.85 1.20
Collecting Well
Pump House (Above Collecting Well)
Gravel Filter Bed
Baffle Wall 1 6.50 0.10 1.85 1.20
Additional for formwork, Centering & Scaffolding for SL No 9 : Earth Retaining Structures As per Appendix-I in Volume-1 of page No.-115 (10% of Finished Rate) % 10% 50.57
Additional for formwork, Centering & Scaffolding for SL No 13 : Roof (Straight & Arched) As per Appendix-I in Volume-1 of page No.-116 (20% of Finished Rate) % 20% 26.55
10 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge.
1.5 kg/Cum of Concrete qty 1.5 77.12 115.68
11 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade
12 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings
13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
14 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
Screen Chamber 2 1.00 1.00 2.00
Grit Chamber 2 1.00 1.00 2.00
Manhole Cover 6 4.80 0.15 4.32
Total weight of MS Grill Kgs 1 22.18 24.00 533.00
15 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
16 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
17 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
18 9.1 Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.
Flooring Sqm 1 2.23 2.23 5.00
19 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Exterior Plastering
Base Slab 2 1.50 0.95 2.85
Long Wall 4 1.50 0.75 4.50
Short Wall 4 1.15 0.75 3.45
Baffle Wall 2 1.50 0.50 1.50
Screen Chamber 0 0.00 0.00 0.00
Base Slab 0 0.00 0.00 0.00
Long Wall 0 0.00 0.00 0.00
Short Wall 0 0.00 0.00 0.00
Baffle Wall 0 0.00 0.00 0.00
Grit Chamber 0 0.00 0.00 0.00
Base Slab 0 0.00 0.00 0.00
Long Wall 0 0.00 0.00 0.00
Short Wall 0 0.00 0.00 0.00
Baffle Wall 0 0.00 0.00 0.00
Primary Settler 0 0.00 0.00 0.00
Short Wall 4 2.00 2.05 16.40
Baffle Wall 2 3.50 1.40 9.80
Cover Slab 2 3.30 1.80 11.88
Anaerobic Baffled Reactor
Short Wall 4 2.50 2.65 26.50
Baffle Wall 2 9.50 1.85 35.15
Cover Slab 2 9.30 2.30 42.78
Anaerobic filter
Short Wall 4 2.50 2.65 26.50
Baffle Wall 2 6.50 1.85 24.05
Cover Slab 2 6.30 2.30 28.98
Collecting Well
Cover Slab 2 3.14 2.25 14.14
Pump House (Above Collecting Well)
Short Wall 4 2.00 3.00 24.00
Cover Slab 2 2.50 2.50 12.50
Gravel Filter Bed
Short Wall 4 2.50 2.30 23.00
Baffle Wall 2 6.50 1.85 24.05
Considering 50% of Qty 50% 774.56 387.28
20 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Interior Plastering
50% of above item 50% 774.56 387.28
21 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
Ceiling plastering
Qty same as Item no 4.29.2 1 2.23 2.23 4.97
22 8.54.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.
Internal Plastering qty of control room Sqm 1 392.25 392.25
23 8.30. Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
External Plastering Sqm 1 387.28 387.28
24 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Same qty as Item code 11.34B Sqm 1 22.18 22.18
25 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
Same qty as Item code 11.34B Sqm 1 22.18 22.18
26 9.1 Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.
For Connecting Tank to tank M 1 50.00 50.00
27 16.8 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
28 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3.
29 16.15.11 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & frame
30 16.16.2 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe- 500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.5 m internal dia. & 2.0 M depth includ. SFRC F&C.
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024
Rate Analysis for STP
sl no Item # Page No Particulars Unit Basic Rate (Rs) Area Weightage Finished Rate GST Final Rate
1 22.2.1 Vol-5, Pg -251 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. 25 KLD Each 1295000.00 64750.00 1359750.00 0.00 1359750.00
2 9.1.9 Vol-5, Pg -95 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 : HDPE Grade PE80-PN6.0,200mm dia m 1439.00 71.95 1510.95 0.00 1510.95
3 9.1.13 Vol-5, Pg -95 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 : HDPE Grade PE80-PN6.0,315mm dia m 3374.00 168.70 3542.70 0.00 3542.70
4 1.19.1 Vol-1, Pg -47 Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50m cum 454.00 22.70 476.70 0.00 476.70
5 9.16.3 Vol-5, Pg -106 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 471.00 23.55 494.55 0.00 494.55
6 4.1.3 Vol-5, Pg -51 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) 200mm dia pipe Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: m 2576.00 128.80 2704.80 0.00 2704.80
7 16.15.6 Vol-5, Pg -192 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame Each 38381.00 1919.05 40300.05 0.00 40300.05
8 1.11 Vol-1, Pg -7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 433.00 21.65 454.65 0.00 454.65
9 9.17.33 Vol-5, Pg 108 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc.complete. 63 MM ELECTRO FUSION ELBOW Each 247.00 12.35 259.35 0.00 259.35
10 2.23.1 Vol-5, Pg -22 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete. For sluice Valve of PN - 10.0 and 50mm Each 5535.00 276.75 5811.75 0.00 5811.75
11 9.11.1 Vol-5, Pg -102 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE100-PN8.0,63mm dia m 187.00 9.35 196.35 0.00 196.35
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
1 1.14.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. m3 102.00 #REF! #REF!
2 1.15.1 Vol-1, Pg -8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. m3 363.00 #REF! #REF!
3 1.90 Vol-1, Pg -7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m3 266.00 #REF! #REF!
4 4.1 Vol-2, Pg -5 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. m2 118.00 #REF! #REF!
5 2.10.a Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. a. RMC M10 Grade m3 4747.00 #REF! #REF!
6 5.2 Vol-2, Pg -9 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). m3 6594.00 #REF! #REF!
7 5.4 Vol-2, Pg -9 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). m3 6364.00 #REF! #REF!
8 2.10.c Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade m3 6043.00 #REF! #REF!
9 2.10.c Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. c. RMC M25 Grade m3 6043.00 #REF! #REF!
10 8.12 Vol-2, Pg -43 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. Kg 64.00 #REF! #REF!
11 2.10.b Vol-1, Pg -18 Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. b. RMC M20 Grade m3 5984.00 #REF! #REF!
12 2.11.a Vol-1, Pg -18 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a.Buildings t 80195.00 #REF! #REF!
13 6.8 Vol-2, Pg -14 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m3 7948.00 #REF! #REF!
14 11.34B Vol-2, Pg -86 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. Kg 183.00 #REF! #REF!
15 12.90. Vol-2, Pg -110 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) m2 6734.00 #REF! #REF!
16 11.14.2.1 Vol-2, Pg -81 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 501.00 #REF! #REF!
17 11.4 Vol-2, Pg -77 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m2 5221.00 #REF! #REF!
18 9.1 Vol-2, Pg -59 Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. m2 445.00 #REF! #REF!
19 8.3.1 Vol-2, Pg -41 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 351.00 #REF! #REF!
20 8.2.1 Vol-2, Pg -41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 293.00 #REF! #REF!
21 8.1.2 Vol-2, Pg -41 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m2 240.00 #REF! #REF!
22 8.54.2 Vol-2, Pg -50 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. m2 110.00 #REF! #REF!
23 8.30. Vol-2, Pg -46 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 174.00 #REF! #REF!
24 8.34.3 Vol-2, Pg -47 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 50.00 #REF! #REF!
25 8.40. Vol-2, Pg -48 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. m2 115.00 #REF! #REF!
26 9.1 Vol-2, Pg -59 Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. m2 445.00 #REF! #REF!
27 16.8 Vol-5, Pg -191 Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. Each 4791.00 #REF! #REF!
28 10.1.7 Vol-5, Pg -113 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3. m 411.00 #REF! #REF!
29 16.15.11 Vol-5, Pg -192 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & frame Each 60784.00 #REF! #REF!
30 16.16.2 Vol-5, Pg -192 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe- 500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.5 m internal dia. & 2.0 M depth includ. SFRC F&C. Each 72925.00 #REF! #REF!
Estimate for BORE WELL
PUBLIC WORKS DEPARTMENT No of Bores 2
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR : PWD Common SoR 2023-2024 Area Weightage 5%
BORE WELL ABSTRACT AND MEASUREMENTS No of Bores 2.00
S.No Item Code Page Description Unit Estimate Amount
No Qty Basic Rate Finished Rate with Area Specific Loading GST 18% Final Rate Amount
1 12.1.1 Vol 5, Page 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs, Drilling borehole for 2 Nos(50x2) Mtr 100.00 370.00 388.50 0.00 388.50 38,850.00
2 12.1.2 Vol 5, Page 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 50 to 100 Mtrs, Drilling borehole for 2 Nos(50x2) Mtr 100.00 464.00 487.20 0.00 487.20 48,720.00
3 12.1.3 Vol 5, Page 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 100 to 150 Mtrs, Drilling borehole for 2 Nos(50x2) Mtr 100.00 493.00 517.65 0.00 517.65 51,765.00
4 12.1.4 Vol 5, Page 139 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Borewell depth of 150 to 200 Mtrs, Drilling borehole for 2 Nos(50x2) Mtr 50.00 572.00 600.60 0.00 600.60 30,030.00
5 12.4 Vol 5, Page 140 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. Each 2.00 5,288.00 5,552.40 0.00 5,552.40 11,104.80
6 13.6.3.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore Horizontal Nos 4.00 960.00 1,008.00 0.00 1,008.00 4,032.00
7 12.32 Vol 5, Page 143 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Mtr 50.00 1,933.00 2,029.65 0.00 2,029.65 101,482.50
8 12.33 Vol 5, Page 143 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments Each 4.00 150.00 157.50 0.00 157.50 630.00
9 10.1.7 Vol-5, Pg -113 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 Mtr 100.00 411.00 431.55 0.00 431.55 43,155.00
10 13.9.2 Vol-5, Pg -150 Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments. 3.00 HP/2.2KW 15 STG Each 1.00 21,530.00 22,606.50 0.00 22,606.50 22,606.50
Electrical works for BORE WELL ELE AW 0.00%
11 5.2 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2) 422324.46
13 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 413.00 0.00 413.00 247,800.00 352,375.80
14 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) km 0.12 139,549.00 139,549.00 0.00 139,549.00 16,745.88
15 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) km 0.12 20,886.00 20,886.00 0.00 20,886.00 2,506.32 774,700.26
16 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 454.00 0.00 454.00 73,548.00 422324.46
17 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 160.00 0.00 160.00 25,920.00 352375.8
18 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 904.00 0.00 904.00 5,424.00 774700.26
19 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. KVAR 10.00 480.00 480.00 0.00 480.00 4,800.00
20 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 241.00 0.00 241.00 482.00
21 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete50mm OD Mtr 200.00 101.00 101.00 0.00 101.00 20,200.00
22 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 326.13 0.00 326.13 652.26
23 6.1 Supplying and fixing LT cast Iron pot heads suitable for 1.1KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. (42/6.10)
25 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 2,172.00 0.00 2,172.00 8,688.00
TOTAL 774,700.26
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Dismantling Estimate
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
ESTIMATE FOR BUILDINGS DISMANTLING
SN Description of Work Unit No L B D Qty Rate Amount
0 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.
Common SOR 2023-24 Item No 19.2.1 Page No Vol-2, Pg-187 0.00
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00
Front canopy 4.00 2.50 0.15 0.00
Window ventilator chejja 2.70 0.60 0.15 0.00
Ventilator chejja 2.70 0.60 0.15 0.00
First Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00
Window ventilator chejja 2.70 0.60 0.15 0.00
Ventilator chejja 7.00 0.60 0.15 0.00
Ventilator chejja 2.70 0.60 0.15 0.00
Window ventilator chejja 1.90 0.60 0.15 0.00
Window chejja 2.70 0.60 0.15 0.00
Lokayukta Police building 0.00
Ground Floor 3.68 9.63 0.15 0.00
First Floor 3.68 9.63 0.15 0.00
1 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.
Common SOR 2023-24 Item No 19.3 Page No Vol-2, Pg-187
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00 1.00
Window ventilator chejja 2.70 0.60 0.15 0.00 20.00
Ventilator chejja 2.70 0.60 0.15 0.00 2.00
First Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00 1.00
Window ventilator chejja 2.70 0.60 0.15 0.00 17.00
Ventilator chejja 7.00 0.60 0.15 0.00 1.00
Ventilator chejja 2.70 0.60 0.15 0.00 2.00
Window ventilator chejja 1.90 0.60 0.15 0.00 1.00
Window chejja 2.70 0.60 0.15 0.00 3.00
Lokayukta Police building
Ground Floor 1 2.40 2.60 0.15 0.94
First Floor 1 3.00 2.20 0.15 0.99
Pleaders building Ground Floor 1 6.00 2.45 0.15 2.21
2 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
Common SOR 2023-24 Item No 19.5 Page No Vol-2, Pg-187
3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar.
Common SOR 2023-24 Item No 19.7.3 Page No Vol-2, Pg-187
Treasure office and Sub registrar office 4 46.50 0.60 4.00 446.40
ADLR and JDLR office (B-3) 0.00
Lokayukta Police building Ground Floor 1 2.40 0.23 3.45 1.90
First Floor 2 3.00 0.23 3.45 4.76
Pleaders building Ground Floor 2 6.00 0.23 4.00 11.04
Pleaders building First Floor 2 3.25 0.23 4.00 5.98
4 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. In cement mortar.
Common SOR 2023-24 Item No 19.9.2 Page No Vol-2, Pg-187
Lokayukta Police building 1 53.70 0.45 0.30 7.25
Pleaders building 1 66.10 0.45 0.30 8.92
5 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below.
Common SOR 2023-24 Item No 19.12.1 Page No Vol-2, Pg-188
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Window AND ventilator 2.40 1.40 0.00 20.00
Window ventilator chejja 2.40 0.60 0.00 2.00
First Floor 0.00
Window AND ventilator 2.40 1.40 0.00 17.00
Window ventilator 2.40 1.80 0.00 2.00
Ventilator 7.00 0.60 0.00 1.00
Ventilator 2.40 0.60 0.00 2.00
Window ventilator 1.60 1.80 0.00 1.00
Treasure office and Sub registrar office
Lokayukta Police building
Pleaders building Ground Floor
Pleaders building First Floor
6 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above.
Common SOR 2023-24 Item No 19.14.1 Page No Vol-2, Pg-188
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
First Floor 0.00
Treasure office and Sub registrar office
Lokayukta Police building
Pleaders building Ground Floor
Pleaders building First Floor
7 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above.
Common SOR 2023-24 Item No 19.15.1 Page No Vol-2, Pg-188 0.00
Quantity same as Item No 19.14.1 1 9.22
8 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge.
Common SOR 2023-24 Item No 19.18 Page No Vol-2, Pg-189
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Window AND ventilator 2.40 1.40 21.00 0.00 20.00
Window ventilator chejja 2.40 0.60 21.00 0.00 2.00
First Floor 21.00 0.00
Window AND ventilator 2.40 1.40 21.00 0.00 17.00
First Floor 0.00
Window ventilator 1.60 1.80 21.00 0.00 1.00
Treasure office and Sub registrar office
Lokayukta Police building
Ventilator V 9 0.60 0.45 21.00 51.03
Pleaders Building Ground Floor
Pleaders building First Floor
9 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles above 25 mm and up to 40 mm
Common SOR 2023-24 Item No 19.22.2 Page No Vol-2, Pg-189
ADLR and JDLR office (B-3) 0.00
Ground Floor 21.60 21.15 0.00 1.00
First Floor 21.60 21.15 0.00 1.00
Treasure office and Sub registrar office 1 46.50 39.80 1850.70
Lokayukta Police building
Ground Floor 1 2.40 2.60 6.24
First Floor 1 3.00 2.20 0.15 0.99
Pleaders building Ground Floor 1 6.00 2.45 14.70
Pleaders building First Floor 1 6.00 2.45 14.70
10 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.
Common SOR 2023-24 Item No 19.30. Page No Vol-2, Pg-190
ADLR and JDLR office (B-3) 0.00
First Floor 7.00 2.45 0.00 1.00
Cement roof sheet 7.20 6.40 0.00 1.00
Treasure office and Sub registrar office
Mangalore tile removing 1 46.50 39.80 1850.70
Lokayukta building 1 3.50 2.85 9.98
Pleaders building 1 11.30 19.75 223.18
11 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. 100 mm dia pipe.
Common SOR 2023-24 Item No 19.41.2 Page No Vol-2, Pg-191
ADLR and JDLR office (B-3) 22.00 0.00 6.00
Lokayukta Police building 8 15.00 120.00
0 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials to the appropriate disposal area stacking serviceable and unserviceable material separately including cutting reinforcement bars.
Common SOR 2023-24 Item No 19.57 Page No Vol-2, Pg-193 0.00
Quantity same as 0.00
0 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge to the appropriate disposal area.
Common SOR 2023-24 Item No 19.59 Page No Vol-2, Pg-193 0.00
SLNo 4 BBM 1550.62 0.00
SLNo 5 Stone 16.17 0.00
SL No 6 Doors & Window 398.83 0.00
SL No 7 Wood Truss 9.22 0.00
12 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately
Common SOR 2023-24 Item No 2.19 Page No Vol-3, Pg-12
13 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)
Common SOR 2023-24 Item No 10.16 Page No Vol-3, Pg-95
0 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead
Common SOR 2023-24 Item No 2.21 Page No Vol-3, Pg-12 0.00
Kerb Stone in Parking Area 0 59.00 0.00
1 Considering the salvage value of 25% for the overall dismantling cost,- Accordingly deducting 25% of cost in total dismantling/demolishing cost, further handling of MAS, will be as per the karnataka Public Works Department norms, and Engineer In charge of work
Total Dismantling Cost 1 3,091,074
Deduct Salvage 25% 0 25% 0 0.00
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SoR : PWD Common SoR 2023-2024
RATE ANALYSIS FOR BUILDING DISMANTLING Common SOR 2023-24
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specfc load tage Finished Rate GST Final Rate Particular
0 19.2.1 Vol-2, Pg-187 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. m3 1663.00 83.15 1746.15 0.00 1746.15 Common SOR 2023-24 Item No 19.2.1 Page No Vol-2, Pg-187
1 19.3 Vol-2, Pg-187 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m3 2426.00 121.30 2547.30 0.00 2547.30 Common SOR 2023-24 Item No 19.3 Page No Vol-2, Pg-187
2 19.5 Vol-2, Pg-187 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m3 727.00 36.35 763.35 0.00 763.35 Common SOR 2023-24 Item No 19.5 Page No Vol-2, Pg-187
3 19.7.3 Vol-2, Pg-187 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar. m3 1029.00 51.45 1080.45 0.00 1080.45 Common SOR 2023-24 Item No 19.7.3 Page No Vol-2, Pg-187
4 19.9.2 Vol-2, Pg-187 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. In cement mortar. m3 1684.00 84.20 1768.20 0.00 1768.20 Common SOR 2023-24 Item No 19.9.2 Page No Vol-2, Pg-187
5 19.12.1 Vol-2, Pg-188 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below. m2 240.00 12.00 252.00 0.00 252.00 Common SOR 2023-24 Item No 19.12.1 Page No Vol-2, Pg-188
6 19.14.1 Vol-2, Pg-188 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above. m3 2909.00 145.45 3054.45 0.00 3054.45 Common SOR 2023-24 Item No 19.14.1 Page No Vol-2, Pg-188
7 19.15.1 Vol-2, Pg-188 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above. m3 363.00 18.15 381.15 0.00 381.15 Common SOR 2023-24 Item No 19.15.1 Page No Vol-2, Pg-188
8 19.18 Vol-2, Pg-189 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Kg 4.00 0.20 4.20 0.00 4.20 Common SOR 2023-24 Item No 19.18 Page No Vol-2, Pg-189
9 19.22.2 Vol-2, Pg-189 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles above 25 mm and up to 40 mm m2 74.00 3.70 77.70 0.00 77.70 Common SOR 2023-24 Item No 19.22.2 Page No Vol-2, Pg-189
10 19.30. Vol-2, Pg-190 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m2 143.00 7.15 150.15 0.00 150.15 Common SOR 2023-24 Item No 19.30. Page No Vol-2, Pg-190
11 19.41.2 Vol-2, Pg-191 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. 100 mm dia pipe. m 53.00 2.65 55.65 0.00 55.65 Common SOR 2023-24 Item No 19.41.2 Page No Vol-2, Pg-191
0 19.57 Vol-2, Pg-193 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials to the appropriate disposal area stacking serviceable and unserviceable material separately including cutting reinforcement bars. m3 2349.00 117.45 2466.45 0.00 2466.45 Common SOR 2023-24 Item No 19.57 Page No Vol-2, Pg-193
0 19.59 Vol-2, Pg-193 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge to the appropriate disposal area. m3 364.00 18.20 382.20 0.00 382.20 Common SOR 2023-24 Item No 19.59 Page No Vol-2, Pg-193
12 2.19 Vol-3, Pg-12 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately m3 563.00 28.15 591.15 0.00 591.15 Common SOR 2023-24 Item No 2.19 Page No Vol-3, Pg-12
13 10.16 Vol-3, Pg-95 Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m2 484.00 24.20 508.20 0.00 508.20 Common SOR 2023-24 Item No 10.16 Page No Vol-3, Pg-95
0 2.21 Vol-3, Pg-12 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead m 22.00 1.10 23.10 0.00 23.10 Common SOR 2023-24 Item No 2.21 Page No Vol-3, Pg-12
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
1 Considering the salvage value of 20% for the overall dismantling cost,- Accordingly deducting 20% of cost in total dismantling/demolishing cost, further handling of MAS, will be as per the karnataka Public Works Department norms, and Engineer In charge of work
Dismantling Estimate Material Valuation
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
ESTIMATE FOR BUILDINGS DISMANTLING Material Valuation
SN Description of Work Unit No L B D Qty Rate Amount
1 Steel TMT Fe550
Common SOR 2023-24 Item No SL No. 71 Page No Vol-1, Pg-A40
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00 1.00
Window ventilator chejja 2.70 0.60 0.15 0.00 20.00
Ventilator chejja 2.70 0.60 0.15 0.00 2.00
First Floor 0.00
Concrete Area 23.20 22.75 0.15 0.00 1.00
Window ventilator chejja 2.70 0.60 0.15 0.00 17.00
Ventilator chejja 7.00 0.60 0.15 0.00 1.00
Ventilator chejja 2.70 0.60 0.15 0.00 2.00
Window ventilator chejja 1.90 0.60 0.15 0.00 1.00
Window chejja 2.70 0.60 0.15 0.00 3.00
Lokayukta Police building
Ground Floor 1 2.40 2.60 0.15 0.94
First Floor 1 3.00 2.20 0.15 0.99
Pleaders building Ground Floor 1 6.00 2.45 0.15 2.21
Considering 70 Kg/Cum Steel kg 1 70.00 75.26 5268.20
Total Quantity after assuming 50% wastage 2.63 60170.00 158,493.80
2 Stone for Masonry Work
Common SOR 2023-24 Item No SL No. 936 Page No Vol-2, Pg-A40
ADLR and JDLR office (B-3) 91.90 0.45 0.30 0.00
Lokayukta Police building 1 53.70 0.45 0.30 7.25
Pleaders building 1 114.20 0.45 0.30 15.42
Total Quantity after assuming 50% wastage 11.34 1000.00 11,335.00
3 Wood Shutters for 35mm thick shutters Rate for 1 cum - 27,168 Rs, for 35mm thick = 27,168 x 0.035 =950.88 Rs per Sqm
Common SOR 2023-24 Item No SL No 2 Page No Vol-8, Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Window AND ventilator 2.40 1.40 0.00 20.00
Window ventilator chejja 2.40 0.60 0.00 2.00
First Floor 0.00
Window AND ventilator 2.40 1.40 0.00 17.00
Window ventilator 2.40 1.80 0.00 2.00
Ventilator 7.00 0.60 0.00 1.00
Ventilator 2.40 0.60 0.00 2.00
Window ventilator 1.60 1.80 0.00 1.00
Treasure office and Sub registrar office
Lokayukta Police building
Pleaders building Ground Floor
Pleaders building First Floor
Total Quantity after assuming 60% wastage 159.53 950.88 151,695.79
Common SOR 2023-24 Item No SL No 2 Page No Vol-8, Pg-1 Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
First Floor 0.00
Treasure office and Sub registrar office
Lokayukta Police building
Pleaders building Ground Floor
Pleaders building First Floor
Total Quantity after assuming 60% wastage 3.69 27168.00 100,195.58
5 Structural steel such as tees, angles channels and R.S. joists
Common SOR 2023-24 Item No SL No 940 Page No Vol-2, Pg-A40
ADLR and JDLR office (B-3) 0.00
Ground Floor 0.00
Window AND ventilator 0.00 20.00
Window ventilator chejja 0.00 2.00
First Floor 0.00
Window AND ventilator 0.00 17.00
First Floor 0.00
Window 0.00 2.00
Ventilator 0.00 1.00
Ventilator 0.00 2.00
Window ventilator 0.00 1.00
Window 0.00 3.00
Treasure office and Sub registrar office
Lokayukta Police building
Ventilator V 9 0.60 0.45 18.00 43.74
Ventilator V 8 1.00 0.60 18.00 86.40
Pleaders Building Ground Floor
Pleaders building First Floor
Total Quantity after assuming 50% wastage 17.34 6800.00 117,914.04
6 Mangalore tiles first class and special tile for ridges and hips
Common SOR 2023-24 Item No SL No 503 Page No Vol-2, Pg-A27
Treasure office and Sub registrar office
Mangalore tile removing 1 46.50 39.80 1850.70
Lokayukta building 1 3.50 2.85 9.98
Pleaders building 1 11.30 19.75 223.18
Considering 9 Nos Per Sqm 18755.00
Total Quantity after assuming 50% wastage 9377.50 13.00 121,907.50
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SoR : PWD Common SoR 2023-2024
RATE ANALYSIS FOR BUILDING DISMANTLING MATERIAL VALUATION Common SOR 2023-24
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specfc load tage Final Rate Particular
1 SL No. 71 Vol-1, Pg-A40 Steel TMT Fe550 t 60170.00 0.00 60170.00 Common SOR 2023-24 Item No SL No. 71 Page No Vol-1, Pg-A40
2 SL No. 936 Vol-2, Pg-A40 Stone for Masonry Work m3 1000.00 0.00 1000.00 Common SOR 2023-24 Item No SL No. 936 Page No Vol-2, Pg-A40
3 SL No 2 Vol-8, Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020 Wood Shutters for 35mm thick shutters Rate for 1 cum - 27,168 Rs, for 35mm thick = 27,168 x 0.035 =950.88 Rs per Sqm m3 950.88 0.00 950.88 Common SOR 2023-24 Item No SL No 2 Page No Vol-8, Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020
4 SL No 2 Vol-8, Pg-1 Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020 Wood Frame m3 27168.00 0.00 27168.00 Common SOR 2023-24 Item No SL No 2 Page No Vol-8, Pg-1 Annexure to OM No. APCCF(FRM)B3 Dt: 08-06-2020
5 SL No 940 Vol-2, Pg-A40 Structural steel such as tees, angles channels and R.S. joists q 6800.00 0.00 6800.00 Common SOR 2023-24 Item No SL No 940 Page No Vol-2, Pg-A40
6 SL No 503 Vol-2, Pg-A27 Mangalore tiles first class and special tile for ridges and hips No 13.00 0.00 13.00 Common SOR 2023-24 Item No SL No 503 Page No Vol-2, Pg-A27
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
SL No. 936 Vol-2, Pg-A40 Stone for Masonry Work m3 1000.00 0.00 1000.00
SL No 446 Vol-2, Pg-A25 Honne Wood m3 98900.00 0.00 98900.00
SL No 715 Vol-2, Pg-A33 Red Sal Wood m3 69500.00 0.00 69500.00
Estimate for Stone Ornamental Works
PUBLIC WORKS DEPARTMENT 15.48
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
Estimate for Stone Ornamental Works
SN Description of Work Unit No L B D Qty Rate Amount
1 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble
Item No 7.38.1.2 Page No CPWD Vol-1, Pg -136
For Circular Columns
Portico Columns (BF & GF)
Portico Columns (GF & FF)
Corridor Columns (GF & FF)
Corridor Columns (TF & FoF)
2 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut
Item No 8.20.1 Page No CPWD Vol-1, Pg -142
For Base of Circular Columns
Portico Columns
For Base of Corridor Columns (GF & FF)
For Base of Corridor Columns (TF & FoF)
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
PUBLIC WORKS DEPARTMENT
PROPOSED PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA AT BELAGAVI DISTRICT.
SR: PWD Common SoR 2023-2024
RATE ANALYSIS FOR Stone Ornamental Work PWD Common SoR 2023-2024
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Weigh tage Total Amount GST Final Rate Particular
1 7.38.1.2 CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble sqm 2766.45 138.32 2904.77 0.00 2904.77 Item No 7.38.1.2 Page No CPWD Vol-1, Pg -136
2 8.20.1 CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut sqm 2902.65 145.13 3047.78 0.00 3047.78 Item No 8.20.1 Page No CPWD Vol-1, Pg -142
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Electrical Estimate
Sitting Benches
CONSTRUCTION OF KITTUR RANI CHENNAMMA RESIDENTIAL SCHOOL COMPLEX (SC) AT NIDAGUNDI IN BASAVANA BAGEWADI TALUK, VIJAYAPUR DISTRICT.
Around the Periphery at 6m c/c M #REF!
ABSTRACT & MEASUREMENT OF SITTING BENCHES
S.No Item# Item of Work Unit Nos L B D Qty Rate Amount (Rs)
Benches #REF! 1.38 0.45 0.30 #REF!
#REF! #REF! #REF! #REF!
2 #REF! #REF! pp
Precast Compound wall #REF! 1.28 0.45 0.05 #REF!
#REF! #REF! #REF! #REF!
BBM below GL #REF! 1.28 0.38 0.25 #REF!
BBM Above GL #REF! 1.28 0.23 0.40 #REF!
#REF! #REF! #REF! #REF!
TOTAL excation #REF!
Total filling #REF!
Balance qty back filling #REF!
Cum #REF! #REF! #REF!
Coping over BBM
RCC #REF! 1.28 0.23 0.05 #REF!
#REF! #REF! #REF! #REF!
Granite sitting platform over coping #REF! 1.50 0.45 #REF!
#REF! #REF! #REF! #REF! #REF!
Total #REF! #REF!
Cost Per metre Bench=
Including all material with lead & lift = #REF!
= #REF! Rs/bench
RCC Drain (0.60mx0.60m) 2.00 #REF! 0.60 0.60
EXCAVATION OFFSET - 0.100
WALL THICKNESS 0.100
EXCAVATION For RCC Drain (0.60mx0.60m) 2.00 #REF! 1.00 0.80
EXCAVATION For RCC Drain (0.75mx0.90m) 2.00 300 1.15 0.80
PCC FOR RCC Drain (0.60mx0.60m) 2.00 #REF! 1.00 0.10
PCC FOR RCC Drain (0.75mx0.90m) 2.00 300 1.15 0.10
Bottom RAFT FOR RCC Drain (0.60mx0.60m) 2.00 #REF! 0.80 0.10
0 Bottom RAFT FOR RCC Drain (0.75mx0.90m) 2.00 300 0.95 0.10
0 WALL FOR RCC Drain (0.60mx0.60m) 4.00 #REF! 0.10 0.60
0 WALL FOR RCC Drain (0.75mx0.90m) 4.00 300 0.10 0.90
RCC COVER SLAB ABOVE DRAIN AT BUILDING ENTRY 4.00 6 0.90 0.200
RCC WALL FOR COVER SLAB PORTION DRAIN 8.00 6 0.15 0.90
RCC BOTTOM RAFT FOR COVER SLAB PORTION DRAIN 4.00 6 1.05 0.10
PARAPET WALL FOR COVER SLAB PORTION DRAIN 8.00 0.90 0.15 0.60
Drain Unit No L(m)
RCC Drain (0.60mx0.60m) m 2 #REF!
0 RCC Drain (0.75mx0.90m) m 2 300
Measurement & Abstract of RCC Drain (0.60mx0.60m) &
S.No Item # Page No Particulars Unit No L(m) B(m) D(m) Quantity Rate Amount
1 1.14.1 #REF! #REF!
EXCAVATION For RCC Drain (0.60mx0.60m) 2 #REF! 1.00 0.55 #REF!
EXCAVATION For RCC Drain (0.75mx0.90m) 2 300.00 1.15 0.55 379.50
Total #REF! #REF! #REF! #REF!
0 1.15.1 #REF! #REF!
EXCAVATION For RCC Drain (0.60mx0.60m) 0 #REF! 1.00 0.80 #REF!
#REF! #REF! #REF! #REF!
2 2.10.a #REF! #REF!
P C C in Foundation
PCC FOR RCC Drain (0.60mx0.60m) 2 #REF! 1.00 0.10 #REF!
PCC FOR RCC Drain (0.75mx0.90m) 2 300.00 1.15 0.10 69.00
#REF! #REF! #REF! #REF!
3 2.10.b #REF! #REF!
100mm thick Wall
Bottom RAFT FOR RCC Drain (0.60mx0.60m) 2 #REF! 0.80 0.10 #REF!
WALL FOR RCC Drain (0.60mx0.60m) 4 #REF! 0.10 0.60 #REF!
Deduct for Cover Slab Portion 0 6.00 0.10 0.60 0.00
RCC DRAIN 150mm thick wall 0.00
Bottom RAFT FOR RCC Drain (0.75mx0.90m) 2 300.0 0.95 0.10 57.00
WALL FOR RCC Drain (0.75mx0.90m) 4 300.0 0.100 0.90 108.00
RCC WALL FOR COVER SLAB PORTION DRAIN 8 6.00 0.15 0.90 6.48
RCC BOTTOM RAFT FOR COVER SLAB PORTION DRAIN 4 6.00 1.05 0.10 2.52
RCC DRAIN Cover Slab 0.00
RCC COVER SLAB ABOVE DRAIN AT BUILDING ENTRY 4 6.00 0.90 0.20 4.32
PARAPET WALL FOR COVER SLAB PORTION DRAIN 8 0.90 0.15 0.60 0.65
#REF! #REF! #REF! #REF!
4 SL No-4, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Drains
#REF! #REF! #REF! #REF! #REF! #REF!
5 1.9 #REF! #REF!
Filling available earth
WALL FOR RCC Drain (0.60mx0.60m) 4.00 #REF! 0.20 0.60 #REF!
Filling Available Earth #REF! #REF! #REF! #REF!
6 2.11.h #REF! #REF!
For RCC Drain @ 65Kg/Cum 65 #REF! #REF!
Cover Slab @ 120Kg/Sqm 120 4.32 518.40
#REF! Sub total #REF! #REF! #REF!
TOTAL #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
#REF! #REF! #REF!
Reusing 75% of the existing available stones for Drain 0.00
Using 75% of total quanity 0.75 0.00
#REF! 0.00 #REF! #REF!
#REF! #REF! #REF! #REF!
Consturcting masonry drain 0.00
For Remaining 25% of total quanity 0.25 0.00
#REF! 0.00 #REF! #REF!
SR: #REF! Buildings
0 Sl. No. Materials Unit Rate as per SR Market Rate Difference in cost Area Weightage %
0 1 Cement KG #REF! #REF! #REF! #REF!
0 2 Steel MT #REF! #REF! #REF!
Rate Analysis for RCC DRAIN
SL No Item # Page No Particulars Unit Basic Rate (Rs) Cement or Steel Quantity Cost to be changed in Cement/ steel Net Rate Area Weigh tage Total Amount
SR As per SR 6 x Diff in cost 5+7 #REF! 8+9
1 1.14.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #NAME?
0 1.15.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 2.10.a #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 2.10.b #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 SL No-4, Add-I #REF! #REF! #REF! #REF! #REF! #REF! #REF! 0.00 #REF!
5 1.9 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 2.11.h #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Vijayapur PWD Division Belagavi
ESTIMATE FOR BUILDINGS DISMANTLING
SN Description of Work Unit No L B D Qty Rate Amount
Roots and Shoots (B-7) 1 4.00 6.60 0.15 3.96
CADA Malaprabha Ghataprabha Project office (B-5)
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
District Statistical office (B-6)
Terrace Floor 1 4.10 3.15 0.15 1.94
Horticulture Office-2 (B-15) 1 7.30 5.60 0.125 5.11
Horticulture Office-3 (B-16)
Mid day Food yojana office (B-27) 1 11.25 6.10 0.150 10.29
Govt. Ploytechnic Boys Hostel (B-18) 1 40.50 7.00 0.15 42.53
ADLR and JDLR office (B-3)
Taluk Panchayat Office (B-24)
Library Building (B-26)
Ground Floor 1 26.30 9.10 0.15 35.90
Concrete Area 1 11.00 4.20 0.15 6.93
Toilet area 1 4.10 1.50 0.15 0.92
Horticulture Main Building (B-13)
Ground Floor 1 16.90 2.20 0.15 5.58
Public Toilets (B-25)
Concrete Area women toilet 1 4.30 2.10 0.15 1.35
Concrete Area men toilet 1 5.80 2.30 0.15 2.00
ADLR and JDLR office (B-3)
Concrete Area 1 23.20 22.75 0.15 79.17
Front canopy 1 4.00 2.50 0.15 1.50
Window ventilator chejja 20 2.70 0.60 0.15 4.86
Ventilator chejja 2 2.70 0.60 0.15 0.49
Concrete Area 1 23.20 22.75 0.15 79.17
Window ventilator chejja 17 2.70 0.60 0.15 4.13
Ventilator chejja 1 7.00 0.60 0.15 0.63
Ventilator chejja 2 2.70 0.60 0.15 0.49
Window ventilator chejja 1 1.90 0.60 0.15 0.17
Window chejja 3 2.70 0.60 0.15 0.73
Cum 1053.55 #REF! #REF!
Roots and Shoots (B-7) 3.96
CADA Malaprabha Ghataprabha Project office (B-5)
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
Duduct open to sky -1 12.90 12.90 0.15 -24.96
Chajja for open to sky 1 52.00 0.60 0.15 4.68
District Statistical office (B-6)
Terrace Floor 1 4.10 3.15 0.15 1.94
Horticulture Office-2 (B-15) 1 7.30 5.60 0.125 5.11
Horticulture Office-3 (B-16)
Mid day Food yojana office (B-27) 1 11.25 6.10 0.150 10.29
Govt. Ploytechnic Boys Hostel (B-18) 1 40.50 7.00 0.15 42.53
ADLR and JDLR office (B-3)
Taluk Panchayat Office (B-24)
Library Building (B-26)
Ground Floor 1 26.30 9.10 0.15 35.90
Concrete Area 1 11.00 4.20 0.15 6.93
Toilet area 1 4.10 1.50 0.15 0.92
Horticulture Main Building (B-13)
Ground Floor 1 16.90 2.20 0.15 5.58
Public Toilets (B-25)
Concrete Area women toilet 1 4.30 2.10 0.15 1.35
Concrete Area men toilet 1 5.80 2.30 0.15 2.00
ADLR and JDLR office (B-3)
Concrete Area 1 23.20 22.75 0.15 79.17
Front canopy 1 4.00 2.50 0.15 1.50
Window ventilator chejja 20 2.70 0.60 0.15 4.86
Ventilator chejja 2 2.70 0.60 0.15 0.49
Concrete Area 1 23.20 22.75 0.15 79.17
Window ventilator chejja 17 2.70 0.60 0.15 4.13
Ventilator chejja 1 7.00 0.60 0.15 0.63
Ventilator chejja 2 2.70 0.60 0.15 0.49
Window ventilator chejja 1 1.90 0.60 0.15 0.17
Window chejja 3 2.70 0.60 0.15 0.73
Cum 1053.55 #REF! #REF!
Cum 1053.55 #REF! #REF!
Parking shed (B-4)
W Aluminum 2 track -1 1.25 0.30 1.15 -0.43
Rolling shutter -1 1.50 0.30 1.50 -0.68
Roots and Shoots (B-7) 1 14.60 0.23 3.00 10.07
Rolling shutter -2 3.00 0.23 2.10 -2.90
CADA Malaprabha Ghataprabha Project office (B-5)
Collapsabale door -1 5.60 0.23 2.40 -3.09
W (Grill and glass) -5 3.80 0.23 1.80 -7.87
W1 (Grills and glass) -14 1.50 0.23 1.80 -8.69
W2(Grill with 2 track aluminium) -8 1.50 0.23 1.80 -4.97
Wooden partition in lobby -1 5.60 0.23 2.40 -3.09
W (Grill and glass) -25 3.80 0.23 1.80 -39.33
W1 (Grills and glass) -2 1.50 0.23 1.80 -1.24
W2(Grill with 2 track aluminium) -7 1.50 0.23 1.80 -4.35
Grill partition above porch -1 5.60 0.23 2.40 -3.09
W (Grill and glass) -25 3.80 0.23 1.80 -39.33
W1 (Grills and glass) -2 1.50 0.23 1.80 -1.24
W2(Grill with 2 track aluminium) -7 1.50 0.23 1.80 -4.35
District Statistical office (B-6)
Ground Floor 1 60.21 0.23 3.00 41.54
Second Floor 1 47.29 0.23 3.00 32.63
Terrace Floor head room 1 14.52 0.23 2.40 8.02
Parapet wall 1 48.74 0.23 1.00 11.21
Horticulture office 1 (B-14) 1 39.20 0.23 3.00 27.05
Horticulture Office-2 (B-15) 1 34.70 0.23 3.00 23.94
Horticulture Office-3 (B-16) 1 43.50 0.23 4.20 42.02
Quarters Building (B-17) 1 55.20 0.23 3.00 38.09
Assistant Director Office for Pension Small savings Property debt management (B-28) 1 74.20 0.45 3.00 100.17
Mid day Food yojana office (B-27) 1 36.45 0.23 3.15 26.41
Parapet wall 1 33.80 0.23 0.90 7.00
Govt. Ploytechnic Boys Hostel (B-18) 1 199.30 0.23 3.15 144.39
ADLR and JDLR office (B-3)
Ground Floor 1 94.70 0.23 3.45 75.14
Taluk Panchayat Office (B-24)
Wooden railing -1 16.00 0.23 0.90 -3.31
Library Building (B-26)
Rolling Shutter -2 3.00 0.23 3.00 -4.14
Horticulture Main Building (B-13)
Public Toilets (B-25)
LADIES TOILET BBM 2 4.00 0.23 3.00 5.52
MEN'S TOILET BBM 2 5.80 0.23 3.00 8.00
Central Public Library (B-32)
#REF! 1860.09 #REF! #REF!
CADA Malaprabha Ghataprabha Project office (B-5) front wall 1 3.90 0.90 10.80 37.91
Assistant Director Office for Pension Small savings Property debt management (B-28) Compound wall 1 20.10 0.80 1.50 24.12
Govt. Ploytechnic Boys Hostel (B-18) 1 5.10 0.45 0.90 2.07
Taluk Panchayat Office (B-24)
Ground Floor 2 9.80 0.45 3.00 26.46
Rolling Shutter -1 2.50 0.45 2.40 -2.70
Central Public Library (B-32) GF
Stone Masonry 2 23.20 0.80 3.60 133.63
Stone Masonry 2 22.75 0.80 3.60 131.04
Stone Masonry 2 23.20 0.80 3.60 133.63
Stone Masonry 2 22.75 0.80 3.60 131.04
#REF! 645.55 #REF! #REF!
Parking shed (B-4)
W Aluminum 2 track 1 1.25 1.15 1.44
Rolling shutter 1 1.50 1.50 2.25
Roots and Shoots (B-7)
Rolling shutter 2 3.00 2.10 12.60
Ventilator 1 1.20 0.60 0.72
Shed (No.9) door 3 0.90 2.40 6.48
CADA Malaprabha Ghataprabha Project office (B-5)
Collapsabale door 1 5.60 2.40 13.44
W (Grill and glass) 5 3.80 1.80 34.20
W1 (Grills and glass) 14 1.50 1.80 37.80
W2(Grill with 2 track aluminium) 8 1.50 1.80 21.60
Wooden partition in lobby 1 5.60 2.40 13.44
W (Grill and glass) 25 3.80 1.80 171.00
W1 (Grills and glass) 2 1.50 1.80 5.40
W2(Grill with 2 track aluminium) 7 1.50 1.80 18.90
Grill partition above porch 1 5.60 2.40 13.44
W (Grill and glass) 25 3.80 1.80 171.00
W1 (Grills and glass) 2 1.50 1.80 5.40
W2(Grill with 2 track aluminium) 7 1.50 1.80 18.90
District Statistical office (B-6)
Horticulture office 1 (B-14)
Horticulture Office-2 (B-15)
Horticulture Office-3 (B-16)
Quarters Building (B-17)
Assistant Director Office for Pension Small savings Property debt management (B-28)
W wooden shutter and frame 4 1.00 1.20 4.80
W1 MS grill and glass 1 1.00 1.20 1.20
Mid day Food yojana office (B-27)
Govt. Ploytechnic Boys Hostel (B-18)
ADLR and JDLR office (B-3)
Taluk Panchayat Office (B-24)
Wooden railing 1 16.00 0.90 14.40
Library Building (B-26)
ventilator 1 1.50 0.60 0.90
ventilator 2 1 0.90 0.60 0.54
Horticulture Main Building (B-13)
Public Toilets (B-25)
ventilator 4 0.60 0.60 1.44
ventilator 1 1.50 0.60 0.90
ventilator 2 1 0.60 0.60 0.36
ADLR and JDLR office (B-3)
Window AND ventilator 20 2.40 1.40 67.20
Window ventilator chejja 2 2.40 0.60 2.88
Window AND ventilator 17 2.40 1.40 57.12
Window ventilator 2 2.40 1.80 8.64
Ventilator 1 7.00 0.60 4.20
Ventilator 2 2.40 0.60 2.88
Window ventilator 1 1.60 1.80 2.88
#REF! 1706.27 #REF! #REF!
CADA Malaprabha Ghataprabha Project office (B-5) (GF)
CADA Malaprabha Ghataprabha Project office (B-5) (FF)
CADA Malaprabha Ghataprabha Project office (B-5) (SF)
District Statistical office (B-6) (GF)
District Statistical office (B-6) (FF)
District Statistical office (B-6) (SF)
District Statistical office (B-6) (TF)
Horticulture office 1 (B-14)
Horticulture Office-2 (B-15)
Horticulture Office-3 (B-16)
D2 Cement door frame 2 4.95 0.125 0.075 0.09
Quarters Building (B-17)
Assistant Director Office for Pension Small savings Property debt management (B-28)
Govt. Ploytechnic Boys Hostel (B-18)
ADLR and JDLR office (B-3)
Taluk Panchayat Office (B-24)
Library Building (B-26)
Horticulture Main Building (B-13)
Public Toilets (B-25)
ADLR and JDLR office (B-3)
#REF! 16.71 #REF! #REF!
Quantity same as Item No 19.14.1 1 16.71
#REF! 16.71 #REF! #REF!
Canteen (B-8) roof truss 1 4.60 12.00 25.00 1380.00
Roots and Shoots (B-7) grill partition 1 12.20 3.00 25.00 915.00
Store building (B-9) roof truss 1 10.00 9.00 25.00 2250.00
Roots and Shoots (B-7)
CADA Malaprabha Ghataprabha Project office (B-5)
W (Grill and glass) 5 3.80 1.80 21.00 718.20
W1 (Grills and glass) 14 1.50 1.80 21.00 793.80
W2(Grill with 2 track aluminium) 8 1.50 1.80 21.00 453.60
Collapsable gate 1 5.60 2.40 25.00 336.00
W (Grill and glass) 25 3.80 1.80 21.00 3591.00
W1 (Grills and glass) 2 1.50 1.80 21.00 113.40
W2(Grill with 2 track aluminium) 7 1.50 1.80 21.00 396.90
Grill partition above porch 1 5.60 2.40 21.00 282.24
W (Grill and glass) 25 3.80 1.80 21.00 3591.00
W1 (Grills and glass) 2 1.50 1.80 21.00 113.40
W2(Grill with 2 track aluminium) 7 1.50 1.80 21.00 396.90
District Statistical office (B-6)
First Floor 0.00
Second Floor 0.00
Horticulture office 1 (B-14)
Horticulture Office-2 (B-15)
Collapsable gate 1 2.00 2.10 25.00 105.00
Horticulture Office-3 (B-16)
Quarters Building (B-17)
Assistant Director Office for Pension Small savings Property debt management (B-28)
Mid day Food yojana office (B-27)
Door frame angle(50mmx50mm) 1 6.60 0.05 25.00 8.25
Rolling shutter 2 3.10 2.10 25.00 325.50
Ms grill for passage 1 8.70 0.90 25.00 195.75
Govt. Ploytechnic Boys Hostel (B-18)
Collapsable shutter 1 1.80 2.10 25.00 94.50
ADLR and JDLR office (B-3)
Taluk Panchayat Office (B-24)
Open sitting Area (B-29) 1 3.00 10.50 25.00 787.50
ADLR and JDLR office (B-3)0 & 31 1 7.20 6.40 25.00 1152.00
Library Building (B-26)
Rolling Shutter 2 3.00 3.00 21.00 378.00
Horticulture Main Building (B-13)
Public Toilets (B-25)
ADLR and JDLR office (B-3)
Window AND ventilator 20 2.40 1.40 21.00 1411.20
Window ventilator chejja 2 2.40 0.60 21.00 60.48
First Floor 21.00 0.00
Window AND ventilator 17 2.40 1.40 21.00 1199.52
Window ventilator 2 2.40 1.80 21.00 181.44
Window ventilator 1 1.60 1.80 21.00 60.48
#REF! 58406.21 #REF! #REF!
Parking shed(No.4)
Paver flooring 1 6.50 21.50 139.75
Paver flooring 1 6.50 21.50 139.75
Roots and Shoots (B-7) Vitrified 1 6.60 6.80 44.88
Store (B-9) Redoxide 1 10.00 7.00 70.00
CADA Malaprabha Ghataprabha Project office (B-5)
Ground Floor 1 551.09 551.09
First Floor 1 552.01 552.01
Second Floor 1 552.01 552.01
District Statistical office (B-6)
Ground Floor 1 174.31 174.31
First Floor 1 166.66 166.66
Second Floor 1 177.28 177.28
Terrace Floor 1 12.95 12.95
Horticulture office 1 (B-14) 1 11.80 7.80 92.04
Horticulture Office-2 (B-15) 1 32.90 32.90
Horticulture Office-3 (B-16) 3 6.50 4.00 78.00
Quarters Building (B-17) 1 284.30 284.30
Assistant Director Office for Pension Small savings Property debt management (B-28) 1 16.20 7.20 116.64
Govt. Ploytechnic Boys Hostel (B-18) 1 582.56 582.56
ADLR and JDLR office (B-3)
Ground Floor 1 290.06 290.06
First Floor 1 290.48 290.48
Taluk Panchayat Office (B-24)
Ground Floor 1 295.56 295.56
First Floor 1 300.96 300.96
Open sitting Area (B-29)
ADLR and JDLR office (B-3)0 & 31 1 7.20 6.40 46.08
Library Building (B-26)
Ground Floor 1 269.97 269.97
First Floor 1 26.30 9.10 239.33
Horticulture Main Building (B-13)
Ground Floor 1 278.97 278.97
First Floor 1 249.32 249.32
Public Toilets (B-25)
Floor Area women toilet 1 4.00 1.87 7.48
Floor Area men toilet 1 5.80 2.10 12.18
ADLR and JDLR office (B-3)
Ground Floor 1 21.60 21.15 456.84
First Floor 1 21.60 21.15 456.84
#REF! 7255.08 #REF! #REF!
Parking shed (B-4)
Cement sheet Roof Area 1 7.50 22.50 168.75
PVC roof sheet 1 4.60 12.00 55.20
Shed(No. 9) cement sheet 1 10.00 9.00 90.00
CADA Malaprabha Ghataprabha Project office (B-5)
Managalore tile Left side 1 25.00 10.30 257.50
Right side 1 25.00 6.50 162.50
Horticulture Office-3 (B-16) 1 6.50 8.00 52.00
Quarters Building (B-17)
Managlore tile 2 45.00 3.45 310.50
Assistant Director Office for Pension Small savings Property debt management (B-28)
Cement sheet Roof Area 2 16.20 3.80 123.12
ADLR and JDLR office (B-3)
First Floor 1 7.00 2.45 17.15
Open sitting Area (B-29)
Cement roof sheet 1 3.00 10.50 31.50
ADLR and JDLR office (B-3)
Cement roof sheet 1 7.20 6.40 46.08
Library Building (B-26)
Roof Sheet 1 26.30 9.10 239.33
Horticulture Main Building (B-13)
Terrace Floor 1 22.20 7.00 155.40
ADLR and JDLR office (B-3)
#REF! 2514.52 #REF! #REF!
Plumbing 2 10.00 20.00
CADA Malaprabha Ghataprabha Project office (B-5)
Plumbing 12 20.00 240.00
Canteen (B-8) 1 6.00 6.00
Roots and Shoots (B-7) 1 6.00 6.00
District Statistical office (B-6) 4 30.00 120.00
Horticulture office 1 (B-14) 2 10.00 20.00
Horticulture Office-2 (B-15) 2 10.00 20.00
Horticulture Office-3 (B-16) 2 10.00 20.00
Assistant Director Office for Pension Small savings Property debt management (B-28) 2 15.00 30.00
Govt. Ploytechnic Boys Hostel (B-18) 2 30.00 60.00
Taluk Panchayat Office (B-24) 4 35.00 140.00
Library Building (B-26) 5 6.00 30.00
Horticulture Main Building (B-13) 4 20.00 80.00
Public Toilets (B-25) 6 25.00 150.00
ADLR and JDLR office (B-3) 6 22.00 132.00
#REF! 1094.00 #REF! #REF!
Quantity same as 0.00
Ton 0.00 #REF! #REF!
SLNo 5 Stone 1 645.55 645.55
SL No 6 Doors & Window 1 1706.27 1706.27
SL No 7 Wood Truss 1 16.71 16.71
4228.62 #REF! #REF!
14 Considering the salvage value of 20% for the overall dismantling cost,- Accordingly deducting 20% of cost in total dismantling/demolishing cost, further handling of MAS, will be as per the karnataka Public Works Department norms, and Engineer In charge of work
Total Dismantling Cost 1 #REF!
Deduct Salvage 20% -1 20% #REF! #REF!
RATE ANALYSIS FOR BUILDING DISMANTLING Common SOR 2023-24
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specfc load tage Finished Rate GST Final Rate Particular
SR #REF! 0% 8+9
1 19.2.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 19.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 19.5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 19.7.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 19.9.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
6 19.12.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 19.14.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
8 19.15.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
9 19.18 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
10 19.22.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 19.30. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 19.41.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 19.57 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
13 19.59 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Sub Division Belagavi PWD Division Belagavi
Project : Proposed District Office Complex at Belgavi.
Sr No Reference Description Amount
1 DSR Estimate for Internal Electrification 29234014.44 32897817.62
2 DSR Estimate for Dome and Column Electrification 635896.75 755484.19 29234014.44
3 DSR Estimate for LV works 5036291.00 6113620.8 36694327.19
4 Estimate for LM 350259.00
A Total - CSR 35256461.19
Total Amount Including GST 47612000.00 40303255.31
PUBLIC WORKS DEPARTMENT BELAGAVI SUBDIVISION BELAGAVI DISTRICT
PROPOSED DISTRICT OFFICE COMPLEX AT BELAGAVI, BELAGAVI DISTRICT
Estimate for Internal Electrification Works
Sr. Item No DESCRIPTION UNIT RATE QTY AMOUNT
A 1 PVC CONDUIT & ITS ACCESSORIES
a. 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 1066 700 746200
b. 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 1667 300 500100
1.2 Concealed Conduit System
2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
a. 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 66 8568 565488
b. 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 78 6596 514488
3 1.3 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 0
a. 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 68 3000 204000
b. 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 79 4300 339700
4 1.7 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. 0
a. 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 29 210 6090
b. 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 69 84 5796
5 1.8 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required. 0
a. 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 28 15 420
b. 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 35 20 700
6 1.9 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 0
a. 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 19 21 399
b. 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 22 21 462
c. 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 117 192 22464
7 1.15 Supply and laying of under floor junction boxes shall be of three-piece construction – Base box, frame and load plate. Base box shall be robust in its construction manufactured from 1.5 mm thick zero spangle pre-galvanized sheet steel with 275 GSM ( 36.67 microns) coating mass. The load plate and frame thicknesses shall be 3 mm and 2 mm respectively to provide adequate load bearing capacity of 5 kN with deflection not greater than 6mm while loading and permanent deflection not exceeding 3 mm as per EN 50085-2-2. The trap and frame shall be Epoxy coated to protect from corrosion. The junction boxes shall be 10 mm or 20 mm recess to accommodate floor covering suitable for Tile/Carpet/marble / granite/ according to site conditions. The junction box has height of 60mm up to finished floor level. The base of junction boxes should have pre-punched sealing arrangements on all four sides to accept either 25 mm or 38 mm of metal raceways. 0
a. 1.15.1 For (50-100x38mm) duct.Dimensions:172x172x60mm. 10 mm Recess Nos 1736 100 173600
b. 1.15.2 For (50-200x38mm) duct.Dimensions:272x272x60mm. 10 mm Recess Nos 2551 60 153060
B 2 WIRES & CABLES
1 2.2 Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
a. 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 269 374 100606
b. 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 379 888 336552
c. 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 555 1261 699855
d. 2.2.5 Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switches box Point 989 100 98900
2 2.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
c 32.03 10 Sqmm, 4 Core, (10 GI Strips - 4 x 0.8 mm) Km 11004 2 22008
Cable Laying-LT
3 CPWD-Ch-7-7.8 Laying of one number cable of 1.1KV grade XLPE on cable trays
a 7.8.1 Upto 35sqmm clamped with 1mm thick saddle meter 45 600 27000
b 7.8.2 35sqmm to 95sqmm meter 92 500 46000
C 3 SWITCHES, SOCKETS & ACCESSORIES
1 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the metal/PVC box. 0 0
a. 3.5.1 1 to 2 Module Each 137 470 64390
b. 3.5.3 4 Module Each 175 1 175
c. 3.5.2 3 Module Each 161 60 9660
d. 3.5.4 6 Module Each 234 19 4446
e. 3.5.5 8 Module Each 284 278 78952
3.5.7 15 Module Each 397 94 37318
2 3.4 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 0
3 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
a. 3.6.3 6A Socket Each 171 724 123804
b. 3.6.1 6A one way switch Each 102 3088 314976
c. 3.6.2 6A Two Way Switch Each 166 92 15272
e. 3.6.8 6A Bell Push Each 177 14 2478
f. 3.6.9 32A DP Switch Each 326 654 213204
g. 40608 TV/Telephone Socket Each 156 241 37596
h. 40974 RJ45/I.O Outlet Cat-6 Each 337 275 92675
i. 3.6.7 16A one way Switch Each 180 318 57240
j. 3.6.10 16A Socket Each 236 322 75992
h. 3.6.4 Stepped fan regulator two module Each 357 192 68544
i. 3.14.9 Buzzer Each 130 14 1820
4 3.1 Supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws.
5 3.13 Supplying and fixing of metal clad industrial plugs and sockets.
2pole+earth 250V PLUG
D 5 CONTROL SWITCH GEARS AND ACCESSORIES
1 5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
2 5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
2A II - Double Door
2B III - Double Door 0
c. 2.5 Supplying and fixing of following ways surface / recess mounting ,vertical type ,415V,TPN MCB distribution board of steel sheet ,dust protected ,duly powder painted,inclusive of 200A tinned copper bus bar,common neutral link,earth bar, din bar for mounting MCBs (but without MCBs and incomer)as required.(Note : Vertical type MCB TPDB is normally used where 3 Phase outlets are required. )(From CPWP-2022(2.5.1))
d. 2.5.1 4 Way (4+12),double door Each 7512 6 45072
e. 2.5.2 8 Way(4+24),Double door Each 10165 6 60990
3 5.2 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.
a. 5.58.2 ACCL 40 A upto 63 A DG Supply TPN. Each 18500 16 296000
4 5.59 Supply, Installation & Commissioning of Pliaggheti2n4g control automation - Single switch plate with built in wireless communication .. Product Features • Smart switches will be available to fit into standard 2 modular back boxes • Should have capacitive based touch to operate each switch with LED indication. Touch switches will work with wet hands (water tolerance) and will have a Polycarbonate/Glass facade. • Load bearing capacity of each switch will be min 0W and max 500 W • Infra Red compatible switchboard to enable operation and control of lights and fans. • Should be completely retro-fit-able & compatible with the existing standard modular back box of any make without any additional Wiring • Should be compatible for existing wiring (neutral, ground and phased switched) • Integrated power supply (90 to 250V), optional separate power supply if required. • On board Microcontroller with built in intelligence. • On board wireless module with built-in capability for 2- way (bidirectional) communication with the gateway server. • On board memory to recall the previous state of the switch board even in the case of power failure • On board buzzer for audible indication • On board Relays for ON & OFF operation. 0
a. 5.59.3 4 module back box Each 11186 10 111860
b. 5.59.9 Four Switch + One Fan+ One Socket with control plate built-in Wireless communication (8 Module Back box) Each 18877 10 188770
c. 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete sqcm 0.5 585648 292824
a. 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 2465 24 59160
d. 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 3435 12 41220
5 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.
6 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 395 96 37920
7 (a) 5.12.7 Supplying of on load change over switches 4 poles, AC23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 630 A Each 38045 1 38045
b. 5.12.2 Supplying of on load change over switches 4 poles, AC23A Duty, 415V, 50Hz, AC Supply. With all accessories. (SM Enclosure Sheet Metal Execution) 100 A Each 8534 26 221884
8 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panel/wood board. Each 452 2 904
9 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading AC analog type Ammeter Each Each 524 2 1048
10 5.27 Supplying, fixing and wiring rotary selector switch suitable for Ammeter Each 200 2 400
11 5.28 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter Each 160 2 320
12 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter Each 1425 20 28500
13 5.33 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy Each 9315 2 18630
14 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. Each 562 26 14612
15 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 515 60 30900
E 6 FANS & AIR CONDITIONERS
1 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 1492 16 23872
2 6.2 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.
3 6.4 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans)
4 6.5 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply.
a. 6.5.2 400 mm Sweep Each 3212 10 32120
F 9.3 Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete.
1 9.3.5 10 kVA ON LINE UPS Each 103570 12 1242840
2 9.5 Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries.
a. 9.5.3 26 AH capacity-20min back up Each 3611 96 346656
G 11 LUMINAIRS / LIGHT FIXTURES &ACCESSORIES
1 11.3 Supplying of .....feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
a 11.3.2 LED light fitting 1 x 4' - 20/22 W Each 690 9 6210
2 11.4 Supplying of recess mounting non integrated type LED down light...... W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clamps, LED of Power/COB with CCT 6500 degree K, CRI> 70%. efficacy >100 lumen per W, 120degree beam spread, life> 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
3 11.6 Supplying of recess mounting non integral type ........ LED w luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K, CRI> 70%. efficacy > 100 lumen per W, 120degree beam spread, life> 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF > 0.95, power loss should< 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
a. 11.6.1 LED modular down light 1'x1' 18W Each 3138 18 56484
b. 11.6.2 LED modular down light 1'x1' 24W Each 3692 7 25844
c. 11.6.3 LED modular down light 2'X2' 36W Each 4553 74 336922
d. 11.6.5 LED modular down light 1'x4' 34-36W Each 5898 346 2040708
H 12 OTHER WORKS
1 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 3200 20 64000
2 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3510 20 70200
3 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 4256 20 85120
4 12.58 GI/Copper strips for grounding connections, using necessary fixing materials as required.
a. 12.58.1 GI/Copper strips
c. 12.58.7 25 x 3 mm Copper strip m 570 192 109440
6 12.60 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non- corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm
a. 12.60.1 Using 4ft. Copper bonded rod with backfill compound 1 kit 4528 8 36224
I 13 FIXING CHARGES
1 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.
a. 13.7.1 On wall/ ceiling / Rafter / Girders Each 122 2774 338428
b. 13.7.2 Using necessary length of G.I. chain Each 263 693 182259
2 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 570 25 14250
3 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 171 192 32832
4 13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 197 192 37824
5 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 707 32 22624
6 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 490 2326 1139740
7 5.4 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete
J EV CHARGING POINTS
1 (a) 18.1.1 cpwd Light EV AC Charger (Mode-3) Power : 7 kW, Input power supply: 1phase 230 +10% Volt, output supply: 230 Volt AC, Frequency:50 Hz +/-3%, Operational temperature range : -25 to 55 0 0 C (outdoor), -5 to 55 C (Indoor)., RH upto 95%, Charging Device as per IS-17017- 22-1 EV-EVSE Communication: as per relevant IS Codes, Bluetooth Low Energy, one Charge Point Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer, suitable for 2 Wheelers and 4 wheelers. Indoor use: at least IP42; Outdoor use: at least IP 54. Mechanical Strength: protection of the external enclosure against mechanical impact shall be IK08 according to IEC 62262.O/L,S/C protection. Insulation Resistance > 1 M operating current not exceeding 30 mA; Separate RCD for multiple outputs. Telecommunication port of the EV supply equipment according to IS 13252 (Part 1): 2010. OCPP(Open charge point protocol) 1.6J upgradable to ocpp 2.0. Device Should follow 17017 series of IS codes in general and the installation of the system shall comply with relevant IS Codes. Each 23385 3 70155
b. 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: Normal Power ~11kW/ 22 kW, 3 phase 415VAC(-40% to +20%), Frequency:50 Hz +/-5%, output supply: 240 Volt AC, Operational temperature range : -25 to 55 C (outdoor), -5 to 55 0 C (Indoor), RH upto 95%, Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket as per IS-17017-2-2, Vehicle Connector as per IS- 0 17017-2-2 Vehicle Inlet/ Connector As per EV manufacturer, suitable for 4 wheelers. Indoor use: at least IP42; Outdoor use: at least IP 5 4. Mechanical Strength : protection of the external enclosure against mechanical impact shall be IK08 according to IEC 62262. O/L,S/C protection. Insulation Resistance > 1 operating current not exceeding 30 mA; Separate RCD for multiple outputs. Telecommunication port of the EV supply equipment according to IS 13252 (Part 1): 2010. OCPP(Open charge point protocol) 1.6J upgradable to ocpp 2.0. Device Should follow 17017 series of IS codes in general and the installation of the system shall comply with relevant IS Codes. Each 84219 2 168438
2 25.1.1 CPWD Automatic Power Factor Correction (APFC) System Supply, Installation, testing and commissioning of Automatic Power Factor Correction (APFC) panel, indoor type floor mounted free standing totally enclosed, extendable, IP 42, of following capacity for 3 phase, 415 V + 10 %, 50 Hz AC System for Ambient temperature -5°C to +40°C, fabricated in compartmentalised designed made of CRCA sheet steel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens Gray or as approved by Engineer- in-Charge), having front section (switch gear and control accessories) and rear section capacitor and reactor, front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS :16636 & CPWD Specifications etc. as per below details. (A) Incomers Suitable capacity MCCB Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set along with required Instruments and accessories with extended rotary handle and door interlocking arrangement. Current rating of the 184 DELHI SCHEDULE OF RATES (E&M)-2025 Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessor relay/controller , advance 8/12 stages (8 stages for capacity below 100 KVAR and 12 stages 100 KVAR & above) with Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge and having display of Phase wise V, A, PF, Cos-Phi, Kw, KVA, KVAR, THD-V , THD-I, harmonics up to 31 level. 3 nos of dual core CT's accuracy class 1, 15VA at incomer of PCC Panel for APFC relay. Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. Digital Multi function meter with LED Display for V, A, PF, KW, KVA, KVAR, THD-V & I, Frequency. Suitable rating control transformer shall be provided for control and indication circuit. All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB's. Wiring of the control circuit shall be done by using 2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulated multi stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolytic grade Aluminium bus bar of capacity 1.25 times of incomer rating as per CPWD specification. Outgoings (APFC Section) Selection of the capacitors combinations shall be for continuous rating and each capacitor bank shall have suitable capacity Heavy Duty ISI Marked Capacitor, capacitor duty contactor,the capacitor shall be mounted on channel with base of perforated M S Powder coated sheet, connections inter connections etc. and other features as per CPWD Specifications and relevant IS Code having following: Capacitor bank ratings & stages shall be as per the technical specifications sheet of NIT. Capacitor will be MPP self healing type with discharge resistor, pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higher KVAR has to be considered to get rated output at 415 Volts. 50 KVAR 185 DELHI SCHEDULE OF RATES (E&M)-2025 (iv) 14% Detuned Reactor of class H insulation & 150% linearity in series with Capacitor. (Note: Technical specifications sheet for selection of the capacitors combinations shall be provided by the NIT Approving Authority with due consideration of number of capacitors i.e. 1 KVAR, 2 KVAR, 3 KVAR, 5 KVAR, 10 KVAR.....for smooth correction). Each 219906 2 439812
PUBLIC WORKS DEPARTMENT BELAGAVI SUBDIVISION BELAGAVI DISTRICT
PROPOSED DISTRICT OFFICE COMPLEX AT BELAGAVI, BELAGAVI DISTRICT
Estimate for Column and Dome Electrification Works
Sr Item No DESCRIPTION UNIT RATE BF GF FF SF TF FF TERRACE QTY AMOUNT
1 2.50 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990
d. 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c km 141842.00 172 430 430 430 430 430 0.10 14184.20
e. 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 121417.00 0.15 18212.55
2 5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
3 5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
3A II - Double Door
3B III - Double Door
4 2.50 Supplying and fixing of following ways surface / recess mounting ,vertical type ,415V,TPN MCB distribution board of steel sheet ,dust protected ,duly powder painted,inclusive of 200A tinned copper bus bar,common neutral link,earth bar, din bar for mounting MCBs (but without MCBs and incomer)as required.(Note : Vertical type MCB TPDB is normally used where 3 Phase outlets are required. )(From CPWD-2022(2.5.1))
5 5.20 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.
6 11.90 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency> 1301m/w, nominal CRI >75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.
a. 40787.00 LED Floodlight 70W Each 6768.00 20 135360.00
7 4.10 Supplying and installing following size of perforated painted with powder coating M.S. cable tray with perforation not more than 17.5%, in convenient sections,joined with connectors,suspended from the ceiling with M.S.suspenders including bolts and nuts,painting suspenders etc as required.(CPWD-2022(4.1.1))
a. 4.1.1 100mm width x 50mm depthx1.6mm thickness m 543.00 400 217200.00
LT Cable Laying
8 CPWD-Ch-7-7.8 Laying of one number cable of 1.1KV grade XLPE on cable trays
a 7.8.1 Upto 35sqmm clamped with 1mm thick saddle meter 53.10 15 796.50 100 5310.00
Total 635896.75
PUBLIC WORKS DEPARTMENT BELAGAVI SUBDIVISION BELAGAVI DISTRICT
PROPOSED DISTRICT OFFICE COMPLEX AT BELAGAVI, BELAGAVI DISTRICT
Estimate for Electrification Works-LV
Sr No Item No Description Unit Rate Qty Amount
A 3.0 SWITCHES, SOCKETS & ACCESSORIES
1 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
a. 3.6.11 TV/Telephone Socket Each 156.00 241 37596.00
b. 3.6.12 RJ45/I.O Outlet Cat-6 - Data/CCTV Each 337.00 275 92675.00
2 3.10 Supplying 4 mm thick white plastic plate and covering for junction boxes of size ...... mm conduit using necessary machine screws.
B 8.0 NETWORKING & TELECOMUNICATION
1 Supplying and drawing UTP-CAT 6E LAN cable.-Data/CCTV m 38.00 29000 1102000.00
2 8.10 Supplying & fixing of I/O socket with back box
3 8.11 Supplying & Fixing of ... ms Cat 6 Patch Cable
4 8.12 Supplying & Fixing of Patch panel for LAN cabling
c. 8.12.3 16 Port 10/100 patch panel Each 3050.00 6.00 18300.00
1 8.2 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.
2 8.13.1 Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination.10 pair m 345.00 102 35190.00
1 40:01:01 281 2 MP IP IR Dome Camera 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera having following specifications, type of lens and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: >50 dB, Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable (Main stream: 2MP (1920 ×1080)@25/30 fps,Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection 8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card.10) Recording Management: Format SD, overwrite, storage management, video to NAS device 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS each 80 8048 643840
10) Recording Management: Format SD, overwrite, storage management, video to NAS device 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 2MP (@ 25/30fps@1080P (1920×1080)) IP IR Dome Camera with 2.8/ 3.6mm fixed lens
2 40:06:01 290 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features etc :- 1) Type of Camera: Bullet Camera 2) Image Sensor: 1/2.8" or better progressive Scan CMOS get color image even at night condition 3) Signal System: PAL/NTSC 4) Minimum Illumination: 0.006Lux@ F1.4, AGC ON, 0 lux with IR or better 5) Imaging: 1/3s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Lens Type & Focus: as given below. 9) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR SourceInbuilt IR LED's with effective distance upto 50 Mtrs integrated IR and 30 Mtrs for colour view in night. 10) Video Compression (Minimum): H.265 or better, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 11) Wide Dynamic Range: WDR (120dB or more) 12) Digital Noise Reduction: DNR (2D/3D) On/Off 13) Streaming: Triple streaming, configurable 14) Video Streaming & Frame Rates: Triple streaming , configurable Main stream: 5MP/6MP @25/30 fps, Sub streams: D1@25/30 fps or better 15) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser 16) Profile Management: User configuration import, export 17) Security: User Authentication, Digital Water Marking 18) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 19) Recording Management: Format SD, overwrite, storage management, video to NAS device, 289 DELHI SCHEDULE OF RATES (E&M)-2025 20) Edge Analytics: Tripwire, Intrusion, Motion Detection 21) Alarm Trigger : Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 22) Alarm Support: It should have 1/1 Alarm In/ Out Port 23) Audio Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out Port for external Mic. and Speaker (As per site requirement) with G.711U/A / G.711Mu/ AAC/ G.726 audio compreesion 24) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 25) System Capability: ONVIF 26) VMS: Camera shall support open source VMS 27) Cyber Security: trusted boot, AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, , video encryption, IP/MAC filtering, HTTPS, trusted upgrade. 28) Ethernet: 1 RJ 45 10/100 Ethernet port 29) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE—to ensure continuous operation in the event of a failure in one power source. 30) Power Requirement: 12VDC/24V DC/PoE (802.3af)/ePoE 31) Enclosure: IP67 weather proof, IK10 32) Operating Condition: Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 33) IR life: 40000 hours or higher 34) Video Bit rate: 32 KBPS - 8 MBPS or better 35) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 5MP/6MP IP IR 2.8/ 3.6/6/8/12 mm fixed lens (as per site requirement) outdoor bullet Camera Each 28 12525 350700
3 40:09:03 297 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- 1) IP IR PTZ Camera: Motorized PAN TILT ZOOM with IR 2) Image Sensor: 1/2.8" or better progressive Scan CMOS 3)Signal System: PAL/NTSC 4) Minimum Illumination: 0.008 Lux@ F1.6, AGC ON,, 0 lux with IR, or better 5) Imaging: 1/1s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Image Rotation, Multi zone Privacy Masking (Upto 24 Area), HLC, Defog, Region Of Interest and EIS features. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Event Notification: Through Relays, E-Mails or FTP 9) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR SourceInbuilt IR LED's with effective distance. The camera should have IR LED’s and cover distance up to 300 meter or above 10) Auto Tracking: The camera should be equipped with Deep-learning-based auto tracking function using simultaneously all of the panning, tilting and zooming should be available. When a motion is detected in a registered monitoring area, the camera should track the motion (object) and capture it. 11) Pre/Post Event Buffering: The camera should support atleast of 5 seconds of pre & post event buffering. 12) Presets: 300 Presets 13) Video Compression (Minimum): H.265 or better, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 14) Wide Dynamic Range: WDR (120dB or more), HLC & BLC 15) Digital Noise Reduction: DNR (2D+3D) On/Off 16) Image Setting: Rotate Mode, ROI ,EIS, Defog, saturation, brightness, contrast, sharpness adjustable through client software or web browser 17) Profile Management: User configuration import, export EACH 2 107974 215948
18) Cyber Security: Configuration encryption, AES 256-bit Encryption, Digest, account lockout, video encryption, IP/MAC filtering, trusted boot, trusted upgrade, trusted execution 19) Onboard Storage: Camera should support built in Micro SD/SDHC/SDXC Card slot upto 512 GB . It should be supplied with minimum 128GB Memory. 20) Recording Management: Format SD, overwrite, storage management, video to NAS device, remote archive access via FTP login 21) Edge based Video Analytics & Alarm Trigger: Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection, Tripwire, Intrusion, Object Abandon/ Missing, SMD, Face Detection 22) Network Protocol: SFTP, IPv6, IPv4, DNS,NTP, HTTP, HTTPS, SNMP, TCP/IP, PPPoE, NFS, ICMP, DHCP, SMTP, RTSPS. 23) System Capability: ONVIF Profile S, G & T. CCTV Camera OEM should be fulltime member of ONVIF and quoted models should be listed on ONVIF official website (All the certifications & Credentials should be valid on the date of technical evaluation). 24) VMS: Camera shall support open source VMS 25) Connectivity: 1x LAN RJ-45 (10/100Base-T) 26) Audio Support: Audio Interface : The camera should have 1/1 Audio In/Out to connect External Mic and Speaker Audio Compression : PCM, G.711U/A, G.711MU, G.726, MPEG2-Layer2, G.722.1 27) Alarm In/Out : Alarm In/out- 7/2 Ch In/Out 28) Power Input: The camera should support simultaneous dual power input—DC/ AC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 29) Power Requirement: 24 VDC, 2.5 A (± 25%), PoE+ (802.3at) 30) Enclosure & Weather Proof Standard: IP67 weather proof and IK10, TVS 8000V lightning proof, surge protection, voltage transient protection 31) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 32) IR life: 40000 hours or higher 33) Video Bit rate: 32 KBPS - 8 MBPS or better
34) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 5MP IP IR motorized PTZ @25/30fps or better camera, Triple streaming , configurable on resolution:- Main stream: 5MP@25/30 fps Sub streams:1080p@25/30 fps, varifocal lens 3.95mm (±5mm) ~ 177.75mm (±5mm) or better with Automatic & manual Focus Adjustment provisions, 45x Optical zoom and 16x Digital zoom with angle of view H: 65.7°–1.9°V: 39.4°–1.1°D: 73.1°–2.1, PAN Travel: Pan: 0° ~ 360° endless,Manual Pan: 260° /s, Preset : 300° /s, Tilt Travel: Tilt: -20° ~ 90°, auto flip 180°, Manual Tilt: 120° /s, Preset : 200° /s
MR MR Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 0 52000.00 0
MR MR |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 0 130000.00 0
4 40:11:02 303 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned below : 1) Network Video Recorder Embedded/ Installed OS (Linux) along with Camera Licenses to record per NVR and to provide a live view, storage and simultaneously Multi-channel playback of all IP camera or more and must be ONVIF with minimum support of 384 Mbps incoming Bandwidth. 2) NVR should support video compressions : H.265 or better, H.264, MJPEG. 3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way Talk with G.711U/A, G.711u, PCM, G726 audio compressions. 4) Intelligent auto power on when power resumes after power outage. 5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/ Slot and RAID support of RAID 0/1/5/6/10. 6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232, 1x eSATA Port 7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0, 2xUSB2.0) 8) Video Output Ports: 2x HDMI and 2 VGA 9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type of external sensors and output devices like hooter/ Siren etc. 10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum 5 designated mobile number for power failure, HDD failure, vandalism, tempring, network disconnection and panic 11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing. 12) Protocols: HTTP, HTTPS, TCP/IP, IPv4/IPv6, UDP, DHCP, DNS, SMTP, UPnP, IP Filter, PPPoE, FTP, DDNS, Alarm Server, IP Search, Multicast, Auto Registration, ONVIF (Profile T, Profile S, Profile G), CGI, SDK and OEM Cloud for remote monitoring without any public IP need. 13) Standards: CE, FCC, RoHS, BIS Certified 14) Power Supply : Should support AC100-240V, 50/60Hz Power supply. 301 DELHI SCHEDULE OF RATES (E&M)-2025 15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-condensing) 16) The VMS application shall support all the features & functionalities of the offered cameras. 17) VMS should consist Licenses for all channels to record Cameras with General, motion detection, intelligent, alarm and POS recording modes. VMS should be provided with Camera Licenses , with no dependency of VMS licenses by binding with the MAC address of the cameras to achieve the functionality. 18) The NVR OEM shall be responsible for providing a mobile application compatible with both Android and iOS devices, enabling remote monitoring and playback of cameras/NVR footage. 19) The OEM must provide its own DDNS server hosted in India, eliminating the need for a public IP address for remote monitoring over the Internet. 20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode 21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP; 4MP; 1080p; 720p; D1; CIF; QCIF 22) When alarm recording is enabled and an event occurs, you can click the alarm icon on monitoring page to view the alert details. The snapshot function is supported on monitoring and playback page 23) The Network Video Recorder (NVR) shall be configured to send email whenever a system message is created or an alarm event occurs. The email server shall be a valid SMTP server. Each recipient email address shall be configured to receive any combination of critical, warning, or informational messages or alarm notifications. When an alarm occurs, the email message includes the NVR name, time of alarm and a list of camera that is configured to record upon alarm 24) It should have Web and GUI interface. 25) Built-In Artificial Intelligence: NVR should have built-in AI :- - 2 Channel face detection and recognition, - Minimum 4 Channel perimeter protection, - Minimum 8 Channel Smart Motion Detection 302 DELHI SCHEDULE OF RATES (E&M)-2025 26) Face Recognition Database Capacity: It should support total Blacklist and Whitelist capacity of Minimum 20,000 Faces or more with Face Detection speed of 12 face images/sec and facility to add Name, gender, birthday, address, credential type, credential No., countries & regions and state to each face image. 27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age group, glasses, expressions, face mask, beard, Top color, top type, hat, bag, age, gender and umbrella. 28) ANPR Capability: It should support ANPR Camera with License plate, plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt, vehicle registration location etc vehicle attributes. 29) Alarm Notifications based on: Motion detection, video tampering, video loss, scene changing, PIR alarm, Camera external alarm, Face detection, face recognition, perimeter protection (intrusion and tripwire), ANPR, people counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage Error, IP Conflict and abnormal behavior of fan, cybersecurity exception 30) Alarm Notification should be linked with Recording, snapshots, Camera external alarm output, buzzer, logs, presets and email. 31) General AI Based Search: Search Pictures by channel, time, event type, target classification (Fall Detection, People Approach Detection, People No. Exception Detection, People Staying Detection, Violence Detection. 32) Smart playback function: Should support smart search for the selected area in the video and smart playback to improve the playback efficiency 33) VCA (Video Content Analytic): Should support multiple video contented analytics based on camera analytics 34) Analytics by NVR: Perimeter protection and face recognation EACH 6 82600 495600 500000
64 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/36/64, 2nd screen: 1/4/8/9/16
5 40:12:03 304 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) 6 20119 120714
E Cable Trays for LV works
1 12.59 2 mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required.
4 Fabrication for installing the LV cable tray. Kg 0.00 0 0.00
TOTAL 5036291.00
PUBLIC WORKS DEPARTMENT BELAGAVI SUBDIVISION BELAGAVI DISTRICT
PROPOSED DISTRICT OFFICE COMPLEX AT BELAGAVI, BELAGAVI DISTRICT
Estimate for lightning mast
Sr No Item No. Description UNIT RATE QTY AMOUNT
A Lightning Conductor and Accessories
1 9.3.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long GI tube having prong at the top with 85mm dia 6 mm thick base plate including holes etc. complete as required..CPWD…CH-6-6.2 Each 518.00 21 10878.00
2 9.3.2 Jointing copper / GI tape by rieting/nut bolting/sweating and soldering etc. as required..CPWD…CH-6-6.3 Each 113.00 21 2373.00
1 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts...Item No.12.57 No 4256.00 63 268128.00
2 GI/Copper strips for grounding connections, using necessary fixing materials as required.
Total 350259.00
Market Rates for Internal Electrification(Telephone,CCTV)
Sr No Description Unit Rate Qty Amount Remark
1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 820.00 200 164000.00 gem rate Panasonic ABS Telephone instrument single push button each 1010
2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 700.00 52 36400.00
3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 850.00 40 34000.00
4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 2200.00 48 105600.00
5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 67000.00 4 268000.00
6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 52000.00 2 104000.00
7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 130000.00 1 130000.00
8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 450000.00 1 450000.00 SENT ENQUIRER FOR CROSS VERIFICATION
9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 4850.00 1 4850.00
10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125μm. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 112.00 300 33600.00
11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 µm (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 278.00 50 13900.00
12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard| technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /| Derwiser/ Rit. Each 17000.00 2 34000.00
13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 28500.00 1 28500.00
14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 2400.00 24 57600.00
15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 17000.00 1 17000.00
16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 200.00 354 70800.00
17 Supplying, fixing, and configuring 10G Base-SR (SFP+) simplex MM transceiver erected in provided rack complete. Each 29027.00 1 29027.00
18 Supplying, installing and testing UTP connector (RJ-45)-for CCTV Each 79.00 393 31047.00
19 Supplying and fixing SC/LC type multimode pigtails (OM3) for LIU to terminate OFC in LIU Each 826.00 24 19824.00
20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 97337.00 1 97337.00
21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. mtr 733.00 80 58640.00
Total 1788125.00
S.NO ITEM CODE P.NO DESCREPTION UNIT QTY RATE AMOUNT
40:01:01 281 2 MP IP IR Dome Camera 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera having following specifications, type of lens and features etc :- 1) Signal System: PAL/NTSC, Signal to Noise Ratio: >50 dB, Camera should display Camera title, Date & Time in live & recorded video 2)Image Sensor: 1/2.8" or better progressive Scan CMOS to get color image even at night condition(Minimum Illumination: 0.006 Lux@ F1.4, AGC ON, 0 lux with IR or better) True Day & Night High Performance Mechanical IR cut filter with auto switch, Integrated IR Source (Auto, Manual)- Inbuilt IR LED's with effective distance upto 50 meter or better and 30 meter for colour view in night, Imaging: 1/3s to 1/30000s electronic shutter support, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 3) Compression (Minimum):-Video:- H.265 or better, H.264H, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 4) Wide Dynamic Range:- WDR (120db or more) 5) Digital Noise Reduction:- DNR (3D) On/Off 6) Video Streaming & Frame Rates :- Triple streaming , configurable (Main stream: 2MP (1920 ×1080)@25/30 fps,Sub streams minimum: 720P@25/30 fps). 7) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser, Edge Analytics: Tripwire, Intrusion, Motion Detection 8) Cyber Security: AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, syslog, video encryption, IP/MAC filtering, HTTPS, trusted upgrade, trusted boot. 9) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card.10) Recording Management: Format SD, overwrite, storage management, video to NAS device 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS each 80 8048 643840
10) Recording Management: Format SD, overwrite, storage management, video to NAS device 11) Alarm Trigger : Motion/tampering detection; audio detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 12)Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast 13) System Capability: ONVIF, Camera shall support open source VMS 14) Ethernet: 1 RJ 45 10/100 Ethernet port 15) Audio : It should support 1 x Built-In Mic and 1/1 Alarm In/ Out for External Mic. and Speakers as per site requirement. 16) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 17) Power Requirement: 12VDC/24 VAC/PoE (802.3af)/ePoE 18) Housing/ Enclosure:- IP67 weather proof, IK10, Metallic body 19) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 20) IR life: 40000 hours or higher 21) Video Bit rate: 32 KBPS - 8 MBPS or better 22) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 2MP (@ 25/30fps@1080P (1920×1080)) IP IR Dome Camera with 2.8/ 3.6mm fixed lens
40:06:01 290 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features etc :- 1) Type of Camera: Bullet Camera 2) Image Sensor: 1/2.8" or better progressive Scan CMOS get color image even at night condition 3) Signal System: PAL/NTSC 4) Minimum Illumination: 0.006Lux@ F1.4, AGC ON, 0 lux with IR or better 5) Imaging: 1/3s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Multi zone Privacy Masking, HLC, Digital Watermarking. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Lens Type & Focus: as given below. 9) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR SourceInbuilt IR LED's with effective distance upto 50 Mtrs integrated IR and 30 Mtrs for colour view in night. 10) Video Compression (Minimum): H.265 or better, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 11) Wide Dynamic Range: WDR (120dB or more) 12) Digital Noise Reduction: DNR (2D/3D) On/Off 13) Streaming: Triple streaming, configurable 14) Video Streaming & Frame Rates: Triple streaming , configurable Main stream: 5MP/6MP @25/30 fps, Sub streams: D1@25/30 fps or better 15) Image Setting: Rotate Mode, saturation, brightness, contrast, sharpness adjustable through client software or web browser 16) Profile Management: User configuration import, export 17) Security: User Authentication, Digital Water Marking 18) Onboard Storage: Camera should support built-in Micro SD/SDHC/SDXC Card slot upto 512 GB. It should be supplied with minimum 128GB memory Card. 19) Recording Management: Format SD, overwrite, storage management, video to NAS device, 289 DELHI SCHEDULE OF RATES (E&M)-2025 20) Edge Analytics: Tripwire, Intrusion, Motion Detection 21) Alarm Trigger : Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection 22) Alarm Support: It should have 1/1 Alarm In/ Out Port 23) Audio Support: It should have 1x Built-In Mic and 1/1 Audio In/ Out Port for external Mic. and Speaker (As per site requirement) with G.711U/A / G.711Mu/ AAC/ G.726 audio compreesion 24) Network Protocol: SFTP, IPv6, IPv4, DNS,RTCP, NTP, RTP, HTTP, HTTPS, SNMP TCP/IP, PPPoE, NFS, UDP, ICMP, SSL, DHCP, SMTP, RTSPS, unicast, 25) System Capability: ONVIF 26) VMS: Camera shall support open source VMS 27) Cyber Security: trusted boot, AES 256-bit Encryption, Configuration encryption, trusted execution, Digest, security logs, account lockout, , video encryption, IP/MAC filtering, HTTPS, trusted upgrade. 28) Ethernet: 1 RJ 45 10/100 Ethernet port 29) Power Input: The camera should support simultaneous dual power input—12 VDC (via power adapter) and PoE—to ensure continuous operation in the event of a failure in one power source. 30) Power Requirement: 12VDC/24V DC/PoE (802.3af)/ePoE 31) Enclosure: IP67 weather proof, IK10 32) Operating Condition: Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 33) IR life: 40000 hours or higher 34) Video Bit rate: 32 KBPS - 8 MBPS or better 35) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 5MP/6MP IP IR 2.8/ 3.6/6/8/12 mm fixed lens (as per site requirement) outdoor bullet Camera Each 28 12525 350700
40:09:03 297 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- 1) IP IR PTZ Camera: Motorized PAN TILT ZOOM with IR 2) Image Sensor: 1/2.8" or better progressive Scan CMOS 3)Signal System: PAL/NTSC 4) Minimum Illumination: 0.008 Lux@ F1.6, AGC ON,, 0 lux with IR, or better 5) Imaging: 1/1s to 1/30000s, Auto Gain Control , White Balance- Auto, Back Light Compensation, Image Rotation, Multi zone Privacy Masking (Upto 24 Area), HLC, Defog, Region Of Interest and EIS features. 6) On Screen Display: Camera should display Camera title, Date & Time in live & recorded video both. 7) Signal to Noise Ratio: > 50 dB 8) Event Notification: Through Relays, E-Mails or FTP 9) Day & Night: True Day & Night High Performance Mechanical IR cut filter with auto switch, IR SourceInbuilt IR LED's with effective distance. The camera should have IR LED’s and cover distance up to 300 meter or above 10) Auto Tracking: The camera should be equipped with Deep-learning-based auto tracking function using simultaneously all of the panning, tilting and zooming should be available. When a motion is detected in a registered monitoring area, the camera should track the motion (object) and capture it. 11) Pre/Post Event Buffering: The camera should support atleast of 5 seconds of pre & post event buffering. 12) Presets: 300 Presets 13) Video Compression (Minimum): H.265 or better, H.264, Audio:- G.711U/A, G.711Mu, G.726, AAC, G.723 14) Wide Dynamic Range: WDR (120dB or more), HLC & BLC 15) Digital Noise Reduction: DNR (2D+3D) On/Off 16) Image Setting: Rotate Mode, ROI ,EIS, Defog, saturation, brightness, contrast, sharpness adjustable through client software or web browser 17) Profile Management: User configuration import, export EACH 2 107974 215948
18) Cyber Security: Configuration encryption, AES 256-bit Encryption, Digest, account lockout, video encryption, IP/MAC filtering, trusted boot, trusted upgrade, trusted execution 19) Onboard Storage: Camera should support built in Micro SD/SDHC/SDXC Card slot upto 512 GB . It should be supplied with minimum 128GB Memory. 20) Recording Management: Format SD, overwrite, storage management, video to NAS device, remote archive access via FTP login 21) Edge based Video Analytics & Alarm Trigger: Motion/tampering detection; network disconnection detection; IP conflict detection; memory card state detection; memory space detection, Tripwire, Intrusion, Object Abandon/ Missing, SMD, Face Detection 22) Network Protocol: SFTP, IPv6, IPv4, DNS,NTP, HTTP, HTTPS, SNMP, TCP/IP, PPPoE, NFS, ICMP, DHCP, SMTP, RTSPS. 23) System Capability: ONVIF Profile S, G & T. CCTV Camera OEM should be fulltime member of ONVIF and quoted models should be listed on ONVIF official website (All the certifications & Credentials should be valid on the date of technical evaluation). 24) VMS: Camera shall support open source VMS 25) Connectivity: 1x LAN RJ-45 (10/100Base-T) 26) Audio Support: Audio Interface : The camera should have 1/1 Audio In/Out to connect External Mic and Speaker Audio Compression : PCM, G.711U/A, G.711MU, G.726, MPEG2-Layer2, G.722.1 27) Alarm In/Out : Alarm In/out- 7/2 Ch In/Out 28) Power Input: The camera should support simultaneous dual power input—DC/ AC (via power adapter) and PoE (802.3af)—to ensure continuous operation in the event of a failure in one power source. 29) Power Requirement: 24 VDC, 2.5 A (± 25%), PoE+ (802.3at) 30) Enclosure & Weather Proof Standard: IP67 weather proof and IK10, TVS 8000V lightning proof, surge protection, voltage transient protection 31) Operating Condition:- Ambient Temperature:- (- )05°C to 50°C, humidity 95% (max) (non-condensing) 32) IR life: 40000 hours or higher 33) Video Bit rate: 32 KBPS - 8 MBPS or better
34) Standards: BIS with ER, STQC Certified, CE, FCC and RoHS 5MP IP IR motorized PTZ @25/30fps or better camera, Triple streaming , configurable on resolution:- Main stream: 5MP@25/30 fps Sub streams:1080p@25/30 fps, varifocal lens 3.95mm (±5mm) ~ 177.75mm (±5mm) or better with Automatic & manual Focus Adjustment provisions, 45x Optical zoom and 16x Digital zoom with angle of view H: 65.7°–1.9°V: 39.4°–1.1°D: 73.1°–2.1, PAN Travel: Pan: 0° ~ 360° endless,Manual Pan: 260° /s, Preset : 300° /s, Tilt Travel: Tilt: -20° ~ 90°, auto flip 180°, Manual Tilt: 120° /s, Preset : 200° /s
MR MR Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2 52000.00 104000
MR MR |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1 130000.00 130000
40:11:02 303 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned below : 1) Network Video Recorder Embedded/ Installed OS (Linux) along with Camera Licenses to record per NVR and to provide a live view, storage and simultaneously Multi-channel playback of all IP camera or more and must be ONVIF with minimum support of 384 Mbps incoming Bandwidth. 2) NVR should support video compressions : H.265 or better, H.264, MJPEG. 3) Must support 1 channel RCA Input, 2 channel RCA Output for Two-way Talk with G.711U/A, G.711u, PCM, G726 audio compressions. 4) Intelligent auto power on when power resumes after power outage. 5) Storage: It should support minimum 8 SATA Slots with 20TB capacity/ Slot and RAID support of RAID 0/1/5/6/10. 6) Connectivity Interface : 2 Nos. x 10/100/1000 Mbps Ethernet Ports, 1x RS485, 1x RS232, 1x eSATA Port 7) Backup Interface : Its should have 4 Nosx USB port (2x USB3.0, 2xUSB2.0) 8) Video Output Ports: 2x HDMI and 2 VGA 9) Alarm Ports: It should have 16/8 Ch In/ Out ports to connect various type of external sensors and output devices like hooter/ Siren etc. 10) Email & SMS Altert options: Option for SMS/ Email Alerts to minimum 5 designated mobile number for power failure, HDD failure, vandalism, tempring, network disconnection and panic 11) Web & Mobile Application: Web, Mobile app ( For iPhone, iPad, Android Phone) for alerts and viewing. 12) Protocols: HTTP, HTTPS, TCP/IP, IPv4/IPv6, UDP, DHCP, DNS, SMTP, UPnP, IP Filter, PPPoE, FTP, DDNS, Alarm Server, IP Search, Multicast, Auto Registration, ONVIF (Profile T, Profile S, Profile G), CGI, SDK and OEM Cloud for remote monitoring without any public IP need. 13) Standards: CE, FCC, RoHS, BIS Certified 14) Power Supply : Should support AC100-240V, 50/60Hz Power supply. 301 DELHI SCHEDULE OF RATES (E&M)-2025 15) Operating Condition : -5°C to 50°C, humidity 90% (max) (non-condensing) 16) The VMS application shall support all the features & functionalities of the offered cameras. 17) VMS should consist Licenses for all channels to record Cameras with General, motion detection, intelligent, alarm and POS recording modes. VMS should be provided with Camera Licenses , with no dependency of VMS licenses by binding with the MAC address of the cameras to achieve the functionality. 18) The NVR OEM shall be responsible for providing a mobile application compatible with both Android and iOS devices, enabling remote monitoring and playback of cameras/NVR footage. 19) The OEM must provide its own DDNS server hosted in India, eliminating the need for a public IP address for remote monitoring over the Internet. 20) Must support Continuous, Alarm, Motion, Instant, Panic Recording Mode 21) It should support Resolution: 32MP; 24MP; 16MP; 12MP; 8MP; 5MP; 4MP; 1080p; 720p; D1; CIF; QCIF 22) When alarm recording is enabled and an event occurs, you can click the alarm icon on monitoring page to view the alert details. The snapshot function is supported on monitoring and playback page 23) The Network Video Recorder (NVR) shall be configured to send email whenever a system message is created or an alarm event occurs. The email server shall be a valid SMTP server. Each recipient email address shall be configured to receive any combination of critical, warning, or informational messages or alarm notifications. When an alarm occurs, the email message includes the NVR name, time of alarm and a list of camera that is configured to record upon alarm 24) It should have Web and GUI interface. 25) Built-In Artificial Intelligence: NVR should have built-in AI :- - 2 Channel face detection and recognition, - Minimum 4 Channel perimeter protection, - Minimum 8 Channel Smart Motion Detection 302 DELHI SCHEDULE OF RATES (E&M)-2025 26) Face Recognition Database Capacity: It should support total Blacklist and Whitelist capacity of Minimum 20,000 Faces or more with Face Detection speed of 12 face images/sec and facility to add Name, gender, birthday, address, credential type, credential No., countries & regions and state to each face image. 27) Face & Human Attributes Search: Search Pictures/ Video by Gender, age group, glasses, expressions, face mask, beard, Top color, top type, hat, bag, age, gender and umbrella. 28) ANPR Capability: It should support ANPR Camera with License plate, plate color, vehicle body, vehicle model, vehicle logo, calling, seatbelt, vehicle registration location etc vehicle attributes. 29) Alarm Notifications based on: Motion detection, video tampering, video loss, scene changing, PIR alarm, Camera external alarm, Face detection, face recognition, perimeter protection (intrusion and tripwire), ANPR, people counting, stereo analysis, crowd distribution, heat map, Disk Full, Storage Error, IP Conflict and abnormal behavior of fan, cybersecurity exception 30) Alarm Notification should be linked with Recording, snapshots, Camera external alarm output, buzzer, logs, presets and email. 31) General AI Based Search: Search Pictures by channel, time, event type, target classification (Fall Detection, People Approach Detection, People No. Exception Detection, People Staying Detection, Violence Detection. 32) Smart playback function: Should support smart search for the selected area in the video and smart playback to improve the playback efficiency 33) VCA (Video Content Analytic): Should support multiple video contented analytics based on camera analytics 34) Analytics by NVR: Perimeter protection and face recognation EACH 6 82600 495600 500000
64 Channel Network Video Recorder (NVR) having display split :- Main screen: 1/4/8/9/16/25/36/64, 2nd screen: 1/4/8/9/16
40:12:03 304 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) EACH 6 20119 120714
AS PER CPWD 2060802
PUBLIC WORKS DEPARTMENT BELAGAVI SUBDIVISION BELAGAVI DISTRICT
PROPOSED DISTRICT OFFICE COMPLEX AT BELAGAVI, BELAGAVI DISTRICT
Estimate for lift
Sr No Item No. Description UNIT RATE QTY AMOUNT
A 14 Design, supplying, erecting testing and commissioning of - Passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car, full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc.,The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka...Item No.New SR Rates 2023-24...14...Machine room less and SS
2 14.4.4 Rated capacity :- 13 Passenger/680Kg - Item No.14.4.4 - 6stops Job 1970562.93 5 9852814.65
1 Supplying, erecting & terminating 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975
a Sr.32...Item No.32.05…CSR-23-24 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.05…CSR-23-24 km 139549.00 0.6 83729.40
b Sr.32...Item No.32.07…CSR-23-24 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.07…CSR-23-24 km 141842.00 0.24 34042.08
c Sr.32...Item No.32.01…CSR-23-24 6 Sqmm, 2 Core, (24 GI Wire - 1.4 mm)…Sr.32...Item No.32.01…CSR-23-24 km 63406.00 0.7 44384.20
1 3.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
2 3.6 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
a. 3.6.1 6A One Way Switch Each 102.00 48 4896.00
b. 3.6.7 16A One Way Switch Each 180.00 48 8640.00
c. 3.6.10 6/16A Universal Socket Each 236.00 48 11328.00
3 11.5 Supply of round/square recess/surface mounted rolling type LED Down light with ...... W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector & has swivelling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @50/60Hz & Power factor >0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition
a. 11.5.1 LED square or round down light 5-6W Each 571.00 48 27408.00
4 13.7 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.
a. 13.7.1 On wall/ ceiling / Rafter / Girders Each 122.00 48 5856.00
1 5.17 Supplying and fixing regular MCCB distribution Panel confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCB's as outgoings confirming to IS/IEC 60898 - 2.
2 5.18 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
3 5.19 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure.
3A I - Single Door
4 5.20 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.
1 12.58 GI/Copper strips for grounding connections, using necessary fixing materials as required.
2 12.60 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non- corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm
3 12.60.1 Using 4ft. Copper bonded rod with backfill compound 1 kit 4528.00 32 144896.00
P Cable Laying-LT
1 CPWD-Ch-7-7.7 Laying of one number cable of 1.1KV grade XLPE on the wall
a 7.7.1 Upto 35sqmm meter 55.00 1490 81950.00
2 CPWD-Ch-7-7.8 Laying of one number cable of 1.1KV grade XLPE on cable trays
a 7.8.1 Upto 35sqmm clamped with 1mm thick saddle meter 45.00 50 2250.00
Name of the Work : CONSTRUCTION OF PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA BUILDING AT BELAGAVI DISTRICT ( WI-PWD/2025-26/WORK_INDENT31327 )
Sl No Item code Description Unit Quantity Rate Amount Mile Stone No 1 Mile Stone No 2 Mile Stone No 3 Mile Stone No 4 Grand Total
1st Month 2nd Month 3rd Month 4th Month 5th Month Total 6th Month 7th Month 8th Month 9th Month Total 10th Month 11th Month 12th Month 13th Month Total 14th Month 15th Month 16th Month 17th Month 18th Month Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
BASEMENT FLOOR-CIVIL WORKS
1 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 539.60 99.75 53825.10 300.00 29,925.00 239.60 23,900.10 0.00 0.00 0.00 0.00 539.60 53,825.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,825.10 0.00
2 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 1643.78 107.10 176048.84 0.00 1,643.78 176,048.84 0.00 0.00 0.00 0.00 0.00 0.00 1,643.78 176,048.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176,048.84 0.00
3 1.15.2 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m Cum 3649.14 446.25 1628428.73 0.00 0.00 3,649.14 1,628,428.73 0.00 0.00 0.00 0.00 0.00 0.00 3,649.14 1,628,428.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,628,428.73 0.00
4 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 752.49 185.85 139850.27 0.00 0.00 0.00 752.49 139,850.27 0.00 0.00 0.00 0.00 752.49 139,850.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 139,850.27 0.00
5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 3153.70 125.14 394654.02 0.00 0.00 0.00 3,153.70 394,654.02 0.00 0.00 0.00 0.00 3,153.70 394,654.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 394,654.02 0.00
6 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 572.55 5034.19 2882325.48 0.00 0.00 0.00 572.55 2,882,325.48 0.00 0.00 0.00 572.55 2,882,325.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,882,325.48 0.00
7 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 2642.28 6595.25 17426497.17 0.00 0.00 0.00 0.00 1,134.02 7,479,145.41 1,130.89 7,458,502.27 377.37 2,488,849.49 2,642.28 17,426,497.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,426,497.17 0.00
8 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1233.00 279.30 344376.90 0.00 0.00 0.00 0.00 0.00 0.00 1,233.00 344,376.90 0.00 0.00 1,233.00 344,376.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 344,376.90 0.00
9 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1606.00 454.65 730167.90 0.00 0.00 0.00 0.00 0.00 1,606.00 730,167.90 0.00 0.00 1,606.00 730,167.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 730,167.90 0.00
10 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 21.23 6346.03 134726.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.23 134,726.22 0.00 0.00 21.23 134,726.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 134,726.22 0.00
11 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 302.87 85046.80 25758124.32 0.00 0.00 0.00 0.00 102.71 8,735,241.87 167.06 14,207,918.41 31.62 2,688,754.58 301.39 25,631,914.86 0.00 1.48 126,209.45 0.00 0.00 1.48 126,209.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,758,124.32 0.00
12 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 64.17 8460.67 542921.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.17 542,921.19 0.00 0.00 64.17 542,921.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 542,921.19 0.00
13 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 17.50 1091.25 19096.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.50 19,096.88 0.00 0.00 17.50 19,096.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,096.88 0.00
14 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.35 104793.31 36677.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 36,677.66 0.35 36,677.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36,677.66 0.00
15 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 4.00 1076.41 4305.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 4,305.64 4.00 4,305.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,305.64 0.00
16 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 9.45 7513.64 71003.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.45 71,003.90 9.45 71,003.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71,003.90 0.00
17 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4806.19 9083.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.89 9,083.70 1.89 9,083.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,083.70 0.00
18 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1181.40 1181.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,181.40 1.00 1,181.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,181.40 0.00
19 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 3.38 11435.37 38651.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.38 38,651.55 3.38 38,651.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,651.55 0.00
20 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 26.00 531.31 13814.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 13,814.06 26.00 13,814.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,814.06 0.00
21 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 20.00 5536.87 110737.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 110,737.40 20.00 110,737.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110,737.40 0.00
22 11.6.1 supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 30.40 2792.30 84885.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.40 84,885.92 30.40 84,885.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84,885.92 0.00
23 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 12.00 463.44 5561.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 5,561.28 12.00 5,561.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,561.28 0.00
27 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 14.80 7141.41 105692.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 105,692.87 14.80 105,692.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105,692.87 0.00
28 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 39.60 6065.00 240174.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.60 240,174.00 39.60 240,174.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 240,174.00 0.00
29 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2160.00 194.07 419191.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,160.00 419,191.20 2,160.00 419,191.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 419,191.20 0.00
30 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1532.24 599.18 918087.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,532.24 918,087.56 1,532.24 918,087.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 918,087.56 0.00
31 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 6052.52 268.31 1623951.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,052.52 1,623,951.64 0.00 6,052.52 1,623,951.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,623,951.64 0.00
32 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 95.39 40.30 3844.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.39 3,844.22 0.00 95.39 3,844.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,844.22 0.00
33 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1088.16 405.11 440824.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,088.16 440,824.50 0.00 1,088.16 440,824.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 440,824.50 0.00
34 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 8486.02 106.05 899942.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,486.02 899,942.42 0.00 8,486.02 899,942.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 899,942.42 0.00
35 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 284.79 3020.30 860151.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 284.79 860,151.24 0.00 0.00 0.00 284.79 860,151.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 860,151.24 0.00
36 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 31.71 5648.22 179105.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.71 179,105.06 0.00 0.00 0.00 31.71 179,105.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179,105.06 0.00
37 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 232.67 347.84 80931.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.67 80,931.93 0.00 0.00 0.00 232.67 80,931.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80,931.93 0.00
38 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 43.47 333.00 14475.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.47 14,475.51 0.00 0.00 0.00 43.47 14,475.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,475.51 0.00
39 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 4.09 1210.03 4949.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 4,949.02 0.00 0.00 0.00 4.09 4,949.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,949.02 0.00
40 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 2384.52 840.98 2005333.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,384.52 2,005,333.63 0.00 0.00 0.00 2,384.52 2,005,333.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,005,333.63 0.00
41 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 8486.02 167.56 1421917.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,486.02 1,421,917.51 0.00 8,486.02 1,421,917.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,421,917.51 0.00
42 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1088.16 165.44 180025.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,088.16 180,025.19 0.00 1,088.16 180,025.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 180,025.19 0.00
43 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.60 121.96 16293.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.60 16,293.86 0.00 133.60 16,293.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,293.86 0.00
44 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 56.21 2226.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.61 2,226.48 0.00 39.61 2,226.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,226.48 0.00
45 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 146.35 5796.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.61 5,796.92 0.00 39.61 5,796.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,796.92 0.00
46 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. /letter/cm height 10000.00 4.24 42400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,000.00 42,400.00 0.00 10,000.00 42,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42,400.00 0.00
47 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 685.50 866.43 593937.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 685.50 593,937.77 0.00 0.00 0.00 685.50 593,937.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 593,937.77 0.00
48 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 315.00 308.61 97212.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315.00 97,212.15 0.00 0.00 315.00 97,212.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,212.15 0.00
49 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 5026.00 114.53 575627.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,026.00 575,627.78 0.00 0.00 0.00 5,026.00 575,627.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 575,627.78 0.00
50 7.49.1 supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with Truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/Sqm K (max) Sqm 179.50 4125.35 740500.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179.50 740,500.33 0.00 0.00 0.00 179.50 740,500.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 740,500.33 0.00
51 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 514.80 129.38 66604.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.80 66,604.82 0.00 0.00 0.00 514.80 66,604.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66,604.82 0.00
52 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,583.72 0.00 0.00 0.00 85.32 49,583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,583.72 0.00
53 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 148.80 2121.00 315604.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.80 315,604.80 0.00 0.00 0.00 148.80 315,604.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315,604.80 0.00
55 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2607.62 3.18 8292.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,607.62 8,292.23 2,607.62 8,292.23 8,292.23 0.00
56 17.5 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 393.00 1190.94 468039.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 393.00 468,039.42 0.00 0.00 0.00 393.00 468,039.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 468,039.42 0.00
57 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 14.80 1908.90 28251.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 28,251.72 0.00 0.00 0.00 14.80 28,251.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,251.72 0.00
58 Pg -91, It. 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 5473.69 1519.64 8318038.27 0.00 0.00 3,284.21 4,990,822.96 2,189.48 3,327,215.31 0.00 0.00 0.00 0.00 5,473.69 8,318,038.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,318,038.27 0.00
59 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 521.43 527.62 275116.90 0.00 0.00 0.00 0.00 521.43 275,116.90 0.00 0.00 0.00 0.00 521.43 275,116.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275,116.90 0.00
60 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 456.82 197.86 90386.41 0.00 0.00 0.00 0.00 456.82 90,386.41 0.00 0.00 0.00 0.00 456.82 90,386.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,386.41 0.00
61 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 155.75 4616.67 719046.35 0.00 0.00 0.00 0.00 155.75 719,046.35 0.00 0.00 0.00 0.00 155.75 719,046.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 719,046.35 0.00
62 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 578.03 659.52 381222.35 0.00 0.00 0.00 0.00 0.00 0.00 578.03 381,222.35 0.00 0.00 578.03 381,222.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 381,222.35 0.00
63 SL No-2, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per Cum is 50 percent Cum 118.07 3297.62 389349.99 0.00 0.00 0.00 0.00 0.00 0.00 118.07 389,349.99 0.00 0.00 118.07 389,349.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 389,349.99 0.00
64 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 7.73 3807.62 29432.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.73 29,432.90 0.00 0.00 7.73 29,432.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,432.90 0.00
65 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 13.50 2855.71 38552.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.50 38,552.09 0.00 0.00 13.50 38,552.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,552.09 0.00
66 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 213.50 4616.67 985659.05 0.00 0.00 0.00 0.00 0.00 0.00 213.50 985,659.05 0.00 0.00 213.50 985,659.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 985,659.05 0.00
67 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 221.32 3957.15 875796.44 0.00 0.00 0.00 0.00 0.00 0.00 221.32 875,796.44 0.00 0.00 221.32 875,796.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 875,796.44 0.00
68 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 364.30 3297.62 1201322.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 364.30 1,201,322.97 364.30 1,201,322.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,201,322.97 0.00
69 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 13.06 3297.62 43066.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.06 43,066.92 13.06 43,066.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,066.92 0.00
STILT FLOOR-CIVIL WORKS
1 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 116.51 107.10 12478.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116.51 12,478.22 0.00 0.00 0.00 116.51 12,478.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12,478.22 0.00
2 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 45.04 185.85 8370.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.04 8,370.68 0.00 0.00 0.00 45.04 8,370.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,370.68 0.00
3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 436.77 123.90 54115.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 436.77 54,115.80 0.00 0.00 0.00 0.00 436.77 54,115.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,115.80 0.00
4 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 101.90 4984.35 507905.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.90 507,905.27 0.00 0.00 0.00 0.00 101.90 507,905.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 507,905.27 0.00
5 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 1043.91 6529.95 6816680.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,043.91 6,816,680.10 0.00 0.00 0.00 0.00 1,043.91 6,816,680.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,816,680.10 0.00
6 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1612 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 16 (1 cement 6 coarse sand) Cum 55.59 5864.25 325993.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.59 325,993.66 0.00 0.00 0.00 55.59 325,993.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 325,993.66 0.00
7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 88.00 454.65 40009.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.00 40,009.20 0.00 0.00 88.00 40,009.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40,009.20 0.00
8 1.8 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 238.70 497.70 118800.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 238.70 118,800.99 0.00 0.00 238.70 118,800.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 118,800.99 0.00
9 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm5 Grade Cum 39.73 6345.15 252092.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.73 252,092.81 0.00 39.73 252,092.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 252,092.81 0.00
10 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 100.68 6283.20 632592.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.68 632,592.58 0.00 100.68 632,592.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 632,592.58 0.00
11 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 166.41 84204.75 14012512.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 158.44 13,341,400.59 0.00 7.97 671,111.86 0.00 166.41 14,012,512.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,012,512.45 0.00
12 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 378.48 8376.90 3170489.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 378.48 3,170,489.11 0.00 378.48 3,170,489.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,170,489.11 0.00
13 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 162.66 1080.45 175746.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.66 175,746.00 0.00 162.66 175,746.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175,746.00 0.00
14 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 36.10 2117.85 76454.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.10 76,454.38 0.00 0.00 36.10 76,454.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76,454.38 0.00
15 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.08 103755.75 8300.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 8,300.46 0.00 0.00 0.00 0.08 8,300.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,300.46 0.00
16 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 27.00 1065.75 28775.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 28,775.25 0.00 0.00 0.00 27.00 28,775.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,775.25 0.00
17 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 34.23 4320.75 147899.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.23 147,899.27 0.00 0.00 0.00 34.23 147,899.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 147,899.27 0.00
18 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 8.82 7439.25 65614.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.82 65,614.19 0.00 0.00 0.00 8.82 65,614.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65,614.19 0.00
19 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4758.60 8993.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.89 8,993.75 0.00 0.00 0.00 1.89 8,993.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,993.75 0.00
20 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1169.70 1169.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,169.70 0.00 0.00 0.00 1.00 1,169.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,169.70 0.00
21 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 59.77 11322.15 676724.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.77 676,724.91 0.00 0.00 0.00 59.77 676,724.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 676,724.91 0.00
22 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 23.40 526.05 12309.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.40 12,309.57 0.00 0.00 0.00 23.40 12,309.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12,309.57 0.00
23 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 17.10 5482.05 93743.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.10 93,743.06 0.00 0.00 0.00 17.10 93,743.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93,743.06 0.00
24 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 50.00 458.85 22942.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 22,942.50 0.00 0.00 0.00 50.00 22,942.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,942.50 0.00
28 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 41.80 250.95 10489.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.80 10,489.71 0.00 0.00 0.00 41.80 10,489.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,489.71 0.00
29 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 13.86 6557.25 90883.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 90,883.49 0.00 0.00 0.00 13.86 90,883.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,883.49 0.00
30 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 57.54 7070.70 406848.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.54 406,848.08 0.00 0.00 0.00 57.54 406,848.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 406,848.08 0.00
31 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 7.80 6004.95 46838.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.80 46,838.61 0.00 0.00 0.00 7.80 46,838.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46,838.61 0.00
32 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 3680.88 192.15 707281.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,680.88 707,281.09 0.00 0.00 0.00 3,680.88 707,281.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 707,281.09 0.00
33 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 5601.02 593.25 3322805.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,601.02 3,322,805.12 0.00 0.00 0.00 5,601.02 3,322,805.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,322,805.12 0.00
34 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 4573.26 265.65 1214886.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,573.26 1,214,886.52 4,573.26 1,214,886.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,214,886.52 0.00
35 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3605.55 39.90 143861.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,605.55 143,861.45 3,605.55 143,861.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 143,861.45 0.00
36 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1779.18 401.10 713629.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,779.18 713,629.10 1,779.18 713,629.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 713,629.10 0.00
37 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 9040.00 69.30 626472.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,040.00 626,472.00 9,040.00 626,472.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 626,472.00 0.00
38 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6578.21 105.00 690712.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,578.21 690,712.05 6,578.21 690,712.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 690,712.05 0.00
39 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 737.98 2990.40 2206855.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 737.98 2,206,855.39 0.00 0.00 737.98 2,206,855.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,206,855.39 0.00
40 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 112.69 5592.30 630196.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.69 630,196.29 0.00 0.00 112.69 630,196.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 630,196.29 0.00
41 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 421.37 344.40 145119.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 421.37 145,119.83 0.00 0.00 421.37 145,119.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 145,119.83 0.00
42 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 166.97 329.70 55050.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 166.97 55,050.01 0.00 0.00 166.97 55,050.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55,050.01 0.00
43 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 591.92 1198.05 709149.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 591.92 709,149.76 0.00 0.00 591.92 709,149.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 709,149.76 0.00
44 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 1637.89 832.65 1363789.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,637.89 1,363,789.11 0.00 0.00 1,637.89 1,363,789.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,363,789.11 0.00
45 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 129.02 2711.10 349786.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.02 349,786.12 0.00 0.00 129.02 349,786.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 349,786.12 0.00
46 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 218.72 1407.00 307739.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 218.72 307,739.04 0.00 0.00 218.72 307,739.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307,739.04 0.00
47 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6578.25 165.90 1091331.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,578.25 1,091,331.68 0.00 6,578.25 1,091,331.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,091,331.68 0.00
48 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1779.19 163.80 291431.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,779.19 291,431.32 0.00 1,779.19 291,431.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291,431.32 0.00
49 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 187.83 120.75 22680.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.83 22,680.47 0.00 187.83 22,680.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,680.47 0.00
50 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 55.65 17087.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307.06 17,087.89 0.00 307.06 17,087.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,087.89 0.00
51 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 144.90 44492.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307.06 44,492.99 0.00 307.06 44,492.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44,492.99 0.00
52 6.8.2 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 632018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H IRC - IRC SP 632018 Sqm 444.60 1219.05 541989.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 444.60 541,989.63 444.60 541,989.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 541,989.63 0.00
53 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/Sqm & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with suspension system of approved make. Sqm 246.07 2354.10 579273.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.07 579,273.39 0.00 0.00 246.07 579,273.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 579,273.39 0.00
54 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/Sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 336.58 2076.90 699043.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.58 699,043.00 0.00 0.00 336.58 699,043.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 699,043.00 0.00
55 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 10000.00 4.20 42000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,000.00 42,000.00 0.00 10,000.00 42,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42,000.00 0.00
56 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.40 2924.25 15790.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.40 15,790.95 0.00 0.00 5.40 15,790.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,790.95 0.00
57 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 60.17 3782.10 227568.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.17 227,568.96 0.00 0.00 0.00 60.17 227,568.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 227,568.96 0.00
58 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in Sqm.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ Sqm degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 23.10 3195.15 73807.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.10 73,807.97 0.00 0.00 0.00 23.10 73,807.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,807.97 0.00
59 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 237.31 857.85 203576.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 237.31 203,576.38 0.00 0.00 0.00 237.31 203,576.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 203,576.38 0.00
60 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 200.00 305.55 61110.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 61,110.00 0.00 0.00 0.00 200.00 61,110.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61,110.00 0.00
61 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 575.40 49093.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,093.13 0.00 0.00 85.32 49,093.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,093.13 0.00
62 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2100.00 561960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 561,960.00 0.00 0.00 267.60 561,960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 561,960.00 0.00
64 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 101.94 1890.00 192666.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.94 192,666.60 0.00 0.00 101.94 192,666.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192,666.60 0.00
65 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2854.98 3.15 8993.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,854.98 8,993.19 2,854.98 8,993.19 8,993.19 0.00
66 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 197.81 1504.60 297624.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.81 297,624.93 0.00 0.00 0.00 197.81 297,624.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297,624.93 0.00
67 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 16.90 522.40 8828.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.90 8,828.56 0.00 0.00 0.00 16.90 8,828.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,828.56 0.00
68 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 69.45 195.90 13605.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.45 13,605.26 0.00 0.00 0.00 69.45 13,605.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,605.26 0.00
69 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 4.91 4570.96 22443.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.91 22,443.41 0.00 0.00 0.00 4.91 22,443.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,443.41 0.00
70 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 83.16 653.00 54303.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.16 54,303.48 0.00 0.00 0.00 83.16 54,303.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,303.48 0.00
71 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 39.73 634.52 25209.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.73 25,209.48 0.00 0.00 0.00 39.73 25,209.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,209.48 0.00
72 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 29.97 3769.92 112984.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.97 112,984.50 0.00 29.97 112,984.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112,984.50 0.00
73 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 70.71 2827.44 199928.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.71 199,928.28 0.00 70.71 199,928.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199,928.28 0.00
74 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 186.05 4570.96 850427.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.05 850,427.11 0.00 0.00 0.00 186.05 850,427.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 850,427.11 0.00
75 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 320.22 3917.97 1254612.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 320.22 1,254,612.35 0.00 0.00 0.00 320.22 1,254,612.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,254,612.35 0.00
76 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 319.10 3264.98 1041855.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 319.10 1,041,855.12 0.00 0.00 0.00 319.10 1,041,855.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,041,855.12 0.00
77 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 44.12 3264.98 144050.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.12 144,050.92 0.00 0.00 0.00 44.12 144,050.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144,050.92 0.00
78 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 150097.19 420272.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 420,272.13 0.00 0.00 0.00 2.80 420,272.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420,272.13 0.00
GROUND FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 764.02 6595.25 5038902.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 764.02 5,038,902.91 0.00 0.00 764.02 5,038,902.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,038,902.91 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 63.35 6346.03 402021.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.35 402,021.00 63.35 402,021.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 402,021.00 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 500.57 8460.67 4235157.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500.57 4,235,157.58 500.57 4,235,157.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,235,157.58 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1091.25 49630.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 49,630.05 45.48 49,630.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,630.05 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 140.01 85046.80 11907402.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 137.94 11,731,440.64 0.00 2.07 175,961.83 140.01 11,907,402.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,907,402.47 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 13.19 2139.03 28213.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.19 28,213.81 0.00 13.19 28,213.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,213.81 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.50 104793.31 52396.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 52,396.66 0.00 0.00 0.50 52,396.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,396.66 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 28.00 1076.41 30139.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 30,139.48 0.00 0.00 28.00 30,139.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,139.48 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 13.65 4363.96 59568.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.65 59,568.05 0.00 0.00 13.65 59,568.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59,568.05 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4.41 7513.64 33135.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.41 33,135.15 0.00 0.00 4.41 33,135.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,135.15 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 5.67 4806.19 27251.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.67 27,251.10 0.00 0.00 5.67 27,251.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,251.10 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 5.00 1181.40 5907.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5,907.00 0.00 0.00 5.00 5,907.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,907.00 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 75.08 11435.37 858567.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.08 858,567.58 0.00 0.00 75.08 858,567.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 858,567.58 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 40.00 463.44 18537.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 18,537.60 0.00 0.00 40.00 18,537.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,537.60 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 52.20 253.46 13230.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.20 13,230.61 0.00 0.00 52.20 13,230.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,230.61 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.22 6622.82 114044.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.22 114,044.96 0.00 0.00 17.22 114,044.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,044.96 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 173.40 7141.41 1238320.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 173.40 1,238,320.49 0.00 0.00 173.40 1,238,320.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,238,320.49 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 15.84 6065.00 96069.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.84 96,069.60 0.00 0.00 15.84 96,069.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96,069.60 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 6778.50 194.07 1315503.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,778.50 1,315,503.50 0.00 0.00 6,778.50 1,315,503.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,315,503.50 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 599.18 2099221.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,099,221.14 0.00 0.00 3,503.49 2,099,221.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,099,221.14 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5533.89 268.31 1484798.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,533.89 1,484,798.03 0.00 0.00 0.00 5,533.89 1,484,798.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,484,798.03 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3710.68 39.90 148056.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,710.68 148,056.13 0.00 0.00 0.00 3,710.68 148,056.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148,056.13 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 405.11 355654.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 877.92 355,654.17 0.00 0.00 0.00 877.92 355,654.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 355,654.17 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 69.99 542002.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 542,002.56 0.00 0.00 0.00 7,744.00 542,002.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 542,002.56 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7679.40 106.05 814400.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,679.40 814,400.37 0.00 0.00 0.00 7,679.40 814,400.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 814,400.37 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1255.99 3020.30 3793466.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,255.99 3,793,466.60 0.00 1,255.99 3,793,466.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,793,466.60 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 76.64 5648.22 432879.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76.64 432,879.58 0.00 76.64 432,879.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 432,879.58 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 678.63 347.84 236054.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 678.63 236,054.66 0.00 678.63 236,054.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236,054.66 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 333.00 33076.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,076.89 0.00 99.33 33,076.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,076.89 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 831.81 1210.03 1006515.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 831.81 1,006,515.05 0.00 831.81 1,006,515.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,006,515.05 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2738.21 161554.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.00 161,554.39 0.00 59.00 161,554.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161,554.39 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 419.39 1421.07 595982.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 419.39 595,982.55 0.00 419.39 595,982.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 595,982.55 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7628.83 167.56 1278286.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,628.83 1,278,286.75 7,628.83 1,278,286.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,278,286.75 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 165.44 145243.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 877.92 145,243.08 877.92 145,243.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 145,243.08 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 53.03 14378.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 271.14 14,378.55 271.14 14,378.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,378.55 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 120.75 32740.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 271.14 32,740.16 271.14 32,740.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,740.16 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 56.21 5614.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.88 5,614.25 99.88 5,614.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,614.25 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 146.35 14617.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.88 14,617.44 99.88 14,617.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,617.44 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.76 2953.49 17012.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.76 17,012.10 0.00 5.76 17,012.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,012.10 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3819.92 539907.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 539,907.49 0.00 141.34 539,907.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 539,907.49 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.89 3227.10 93230.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.89 93,230.92 0.00 28.89 93,230.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93,230.92 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 866.43 61351.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.81 61,351.91 70.81 61,351.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61,351.91 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 170.83 2377.64 406172.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.83 406,172.24 0.00 170.83 406,172.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 406,172.24 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2097.67 1089550.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,089,550.77 0.00 519.41 1,089,550.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,089,550.77 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.24 16960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 16,960.00 4,000.00 16,960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,960.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 308.61 49377.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 49,377.60 0.00 160.00 49,377.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,377.60 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,583.72 0.00 85.32 49,583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,583.72 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2121.00 201070.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 201,070.80 0.00 94.80 201,070.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201,070.80 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2107.39 3.18 6701.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,107.39 6,701.50 2,107.39 6,701.50 6,701.50 0.00
54 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 243.84 1908.90 465466.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 243.84 465,466.18 0.00 243.84 465,466.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 465,466.18 0.00
55 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 186.05 4616.67 858931.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.05 858,931.45 0.00 0.00 186.05 858,931.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 858,931.45 0.00
56 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 241.98 3957.15 957551.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241.98 957,551.16 0.00 0.00 241.98 957,551.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 957,551.16 0.00
57 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 309.40 3297.62 1020283.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 309.40 1,020,283.63 0.00 0.00 309.40 1,020,283.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,020,283.63 0.00
58 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Cum 26.59 3297.62 87683.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 87,683.72 0.00 0.00 26.59 87,683.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87,683.72 0.00
60 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 18.81 2855.71 53715.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.81 53,715.91 18.81 53,715.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,715.91 0.00
61 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.36 151598.16 357771.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.36 357,771.66 0.00 0.00 2.36 357,771.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 357,771.66 0.00
FIRST FLOOR CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 704.89 6660.55 4694955.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 704.89 4,694,955.09 0.00 704.89 4,694,955.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,694,955.09 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.53 6408.86 400746.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.53 400,746.02 62.53 400,746.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400,746.02 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 470.22 8544.44 4017766.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 470.22 4,017,766.58 470.22 4,017,766.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,017,766.58 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 62.82 1102.06 69231.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.82 69,231.41 62.82 69,231.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69,231.41 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 131.07 85888.84 11257450.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.05 11,083,954.80 2.02 173,495.46 131.07 11,257,450.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,257,450.26 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 12.78 2160.21 27607.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.78 27,607.48 12.78 27,607.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,607.48 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.51 105830.87 159804.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.51 159,804.61 0.00 1.51 159,804.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159,804.61 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 44.00 1087.06 47830.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 47,830.64 0.00 44.00 47,830.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47,830.64 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 30.03 4407.16 132347.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.03 132,347.01 0.00 30.03 132,347.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 132,347.01 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7588.04 117159.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.44 117,159.34 0.00 15.44 117,159.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 117,159.34 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4853.77 73389.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.12 73,389.00 0.00 15.12 73,389.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,389.00 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 15.00 1193.09 17896.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 17,896.35 0.00 15.00 17,896.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,896.35 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 88.23 11548.59 1018932.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.23 1,018,932.10 0.00 88.23 1,018,932.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,018,932.10 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 76.00 468.03 35570.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76.00 35,570.28 0.00 76.00 35,570.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,570.28 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 255.97 16074.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,074.92 0.00 62.80 16,074.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,074.92 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6688.40 140456.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 140,456.40 0.00 21.00 140,456.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140,456.40 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 200.72 7212.11 1447614.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.72 1,447,614.72 0.00 200.72 1,447,614.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,447,614.72 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6125.05 114660.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.72 114,660.94 0.00 18.72 114,660.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,660.94 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7533.62 195.99 1476514.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,533.62 1,476,514.18 0.00 7,533.62 1,476,514.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,476,514.18 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 605.11 2119996.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,119,996.83 0.00 3,503.49 2,119,996.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,119,996.83 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5122.27 270.96 1387930.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,122.27 1,387,930.28 0.00 0.00 5,122.27 1,387,930.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,387,930.28 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3671.03 38.76 142289.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,671.03 142,289.12 0.00 0.00 3,671.03 142,289.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 142,289.12 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1413.44 409.12 578266.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,413.44 578,266.57 0.00 0.00 1,413.44 578,266.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 578,266.57 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 70.69 547423.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 547,423.36 0.00 0.00 7,744.00 547,423.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 547,423.36 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6987.20 107.10 748329.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,987.20 748,329.12 0.00 0.00 6,987.20 748,329.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 748,329.12 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1224.43 3050.21 3734768.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,224.43 3,734,768.63 1,224.43 3,734,768.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,734,768.63 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5704.15 695906.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 695,906.30 122.00 695,906.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 695,906.30 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 739.73 351.29 259859.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 739.73 259,859.75 739.73 259,859.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259,859.75 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 336.29 33403.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,403.69 99.33 33,403.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,403.69 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.20 1222.01 998626.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 817.20 998,626.57 817.20 998,626.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 998,626.57 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.41 2765.32 164287.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.41 164,287.66 59.41 164,287.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 164,287.66 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 423.71 1435.14 608083.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 423.71 608,083.17 423.71 608,083.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 608,083.17 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6987.26 169.22 1182384.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,987.26 1,182,384.14 0.00 0.00 0.00 0.00 6,987.26 1,182,384.14 1,182,384.14 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1413.45 167.08 236159.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,413.45 236,159.23 0.00 0.00 0.00 0.00 1,413.45 236,159.23 236,159.23 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.34 53.55 16136.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.34 16,136.76 0.00 0.00 0.00 0.00 301.34 16,136.76 16,136.76 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.35 123.16 37114.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.35 37,114.27 0.00 0.00 0.00 0.00 301.35 37,114.27 37,114.27 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 56.76 13783.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 242.83 13,783.03 0.00 0.00 0.00 0.00 0.00 242.83 13,783.03 13,783.03 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 147.80 35890.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 242.83 35,890.27 0.00 0.00 0.00 0.00 0.00 242.83 35,890.27 35,890.27 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2.70 2982.74 8053.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.70 8,053.40 2.70 8,053.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,053.40 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3857.74 545252.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 545,252.97 141.34 545,252.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 545,252.97 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 48.14 3259.05 156890.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.14 156,890.67 48.14 156,890.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156,890.67 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 283.07 875.01 247689.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 283.07 247,689.08 283.07 247,689.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 247,689.08 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 120.65 2401.18 289702.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.65 289,702.37 120.65 289,702.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 289,702.37 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2118.44 1100338.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,100,338.92 519.41 1,100,338.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,100,338.92 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.28 17120.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,120.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,120.00 17,120.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 311.66 49865.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 49,865.60 160.00 49,865.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,865.60 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 586.91 50075.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 50,075.16 85.32 50,075.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50,075.16 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 57.60 2142.00 123379.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.60 123,379.20 57.60 123,379.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 123,379.20 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1891.49 3.21 6071.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,891.49 6,071.68 1,891.49 6,071.68 6,071.68 0.00
54 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 267.32 1927.80 515339.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.32 515,339.50 267.32 515,339.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 515,339.50 0.00
55 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70% Cum 177.84 4662.38 829157.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.84 829,157.66 0.00 177.84 829,157.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 829,157.66 0.00
56 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 224.89 3996.33 898734.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 224.89 898,734.65 0.00 224.89 898,734.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 898,734.65 0.00
57 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50% Cum 275.51 3330.27 917522.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275.51 917,522.69 0.00 275.51 917,522.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 917,522.69 0.00
58 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50% Cum 26.59 3330.27 88551.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 88,551.88 0.00 26.59 88,551.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88,551.88 0.00
59 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 44.16 3845.32 169809.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.16 169,809.33 44.16 169,809.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169,809.33 0.00
60 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45% Cum 18.37 2883.99 52978.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.37 52,978.90 18.37 52,978.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,978.90 0.00
61 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 3.02 153099.13 462359.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.02 462,359.37 0.00 3.02 462,359.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 462,359.37 0.00
SECOND FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 739.14 6725.85 4971344.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 739.14 4,971,344.77 0.00 0.00 0.00 739.14 4,971,344.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,971,344.77 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 61.07 6471.70 395226.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.07 395,226.72 0.00 0.00 61.07 395,226.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 395,226.72 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 422.10 8628.21 3641967.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 422.10 3,641,967.44 0.00 0.00 422.10 3,641,967.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,641,967.44 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1112.86 50612.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 50,612.87 0.00 0.00 45.48 50,612.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50,612.87 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 130.35 86730.89 11305371.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.35 11,305,371.51 0.00 0.00 0.00 130.35 11,305,371.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,305,371.51 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2181.39 18061.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.28 18,061.91 0.00 0.00 8.28 18,061.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,061.91 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.41 106868.42 150684.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.41 150,684.47 0.00 0.00 1.41 150,684.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150,684.47 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 40.00 1097.72 43908.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 43,908.80 40.00 43,908.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,908.80 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 21.84 4450.37 97196.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.84 97,196.08 21.84 97,196.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,196.08 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.23 7662.43 101373.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.23 101,373.95 13.23 101,373.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,373.95 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4901.36 74108.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.12 74,108.56 15.12 74,108.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74,108.56 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 14.00 1204.79 16867.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 16,867.06 14.00 16,867.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,867.06 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 84.52 11661.81 985656.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.52 985,656.18 84.52 985,656.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 985,656.18 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 68.00 472.62 32138.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.00 32,138.16 68.00 32,138.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,138.16 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 258.48 16232.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,232.54 62.80 16,232.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,232.54 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6753.97 141833.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 141,833.37 21.00 141,833.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141,833.37 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 193.32 7282.82 1407914.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 193.32 1,407,914.76 193.32 1,407,914.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,407,914.76 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 16.80 6185.10 103909.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.80 103,909.68 16.80 103,909.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103,909.68 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7593.12 197.91 1502754.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,593.12 1,502,754.38 7,593.12 1,502,754.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,502,754.38 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 611.05 2140807.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,140,807.56 3,503.49 2,140,807.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,140,807.56 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5454.76 273.62 1492531.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,454.76 1,492,531.43 0.00 5,454.76 1,492,531.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,492,531.43 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4489.46 41.10 184516.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,489.46 184,516.81 0.00 4,489.46 184,516.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 184,516.81 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1720.09 413.13 710620.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,720.09 710,620.78 0.00 1,720.09 710,620.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 710,620.78 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 71.38 552766.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 552,766.72 0.00 7,744.00 552,766.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 552,766.72 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7577.05 108.15 819457.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,577.05 819,457.96 0.00 7,577.05 819,457.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 819,457.96 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1302.88 3080.11 4013013.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,302.88 4,013,013.72 0.00 0.00 0.00 0.00 1,302.88 4,013,013.72 4,013,013.72 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5760.07 702728.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 702,728.54 0.00 0.00 0.00 0.00 122.00 702,728.54 702,728.54 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 716.33 354.73 254103.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 716.33 254,103.74 0.00 0.00 0.00 0.00 716.33 254,103.74 254,103.74 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 339.59 33731.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,731.47 0.00 0.00 0.00 0.00 99.33 33,731.47 33,731.47 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.82 1233.99 1009181.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 817.82 1,009,181.70 0.00 0.00 0.00 0.00 817.82 1,009,181.70 1,009,181.70 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.75 2792.43 166847.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.75 166,847.69 0.00 0.00 0.00 0.00 59.75 166,847.69 166,847.69 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 420.53 1449.21 609436.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420.53 609,436.28 0.00 0.00 0.00 0.00 420.53 609,436.28 609,436.28 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7577.13 170.88 1294779.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,577.13 1,294,779.97 0.00 0.00 0.00 7,577.13 1,294,779.97 1,294,779.97 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1720.10 168.71 290198.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,720.10 290,198.07 0.00 0.00 0.00 1,720.10 290,198.07 290,198.07 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 54.08 16425.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 303.73 16,425.72 0.00 0.00 0.00 303.73 16,425.72 16,425.72 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 124.37 37774.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 303.73 37,774.90 0.00 0.00 0.00 303.73 37,774.90 37,774.90 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 57.32 11015.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.18 11,015.76 0.00 0.00 0.00 192.18 11,015.76 11,015.76 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 149.25 28682.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.18 28,682.87 0.00 0.00 0.00 192.18 28,682.87 28,682.87 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3011.98 13011.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.32 13,011.75 0.00 0.00 0.00 0.00 4.32 13,011.75 13,011.75 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3895.56 550598.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 550,598.45 0.00 0.00 0.00 0.00 141.34 550,598.45 550,598.45 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 53.79 3291.00 177022.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.79 177,022.89 0.00 0.00 0.00 0.00 53.79 177,022.89 177,022.89 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 71.71 883.59 63362.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.71 63,362.24 0.00 0.00 0.00 0.00 71.71 63,362.24 63,362.24 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2424.72 722736.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.07 722,736.29 0.00 0.00 0.00 0.00 298.07 722,736.29 722,736.29 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2139.21 1111127.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,111,127.07 0.00 0.00 0.00 0.00 519.41 1,111,127.07 1,111,127.07 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.33 17320.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,320.00 0.00 0.00 0.00 0.00 4,000.00 17,320.00 17,320.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 314.72 50355.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 50,355.20 0.00 0.00 0.00 0.00 160.00 50,355.20 50,355.20 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 592.66 50565.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 50,565.75 0.00 0.00 0.00 0.00 85.32 50,565.75 50,565.75 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2163.00 205052.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 205,052.40 0.00 0.00 0.00 0.00 94.80 205,052.40 205,052.40 0.00
52 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 784.09 74331.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 74,331.73 0.00 0.00 0.00 0.00 94.80 74,331.73 74,331.73 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2146.20 3.24 6953.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,146.20 6,953.69 2,146.20 6,953.69 6,953.69 0.00
54 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2190.04 120693.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.11 120,693.10 0.00 0.00 0.00 0.00 55.11 120,693.10 120,693.10 0.00
55 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 259.92 1946.70 505986.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259.92 505,986.26 0.00 0.00 0.00 0.00 259.92 505,986.26 505,986.26 0.00
56 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.69 154600.10 416260.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.69 416,260.77 2.69 416,260.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 416,260.77 0.00
57 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 175.45 4708.09 826034.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.45 826,034.39 0.00 0.00 0.00 175.45 826,034.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 826,034.39 0.00
58 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 220.90 4035.51 891444.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 220.90 891,444.16 0.00 0.00 0.00 220.90 891,444.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 891,444.16 0.00
59 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 316.40 3362.92 1064027.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 316.40 1,064,027.89 0.00 0.00 0.00 316.40 1,064,027.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,064,027.89 0.00
60 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.60 3362.92 89453.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.60 89,453.67 0.00 0.00 0.00 26.60 89,453.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89,453.67 0.00
61 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 42.92 3883.02 166645.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.92 166,645.63 0.00 0.00 42.92 166,645.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 166,645.63 0.00
62 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.08 2912.26 52664.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.08 52,664.44 0.00 0.00 18.08 52,664.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,664.44 0.00
THIRD FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 772.69 6791.15 5247453.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 772.69 5,247,453.69 0.00 0.00 772.69 5,247,453.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,247,453.69 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.69 6534.53 409649.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.69 409,649.69 0.00 62.69 409,649.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 409,649.69 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 411.56 8711.98 3585502.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 411.56 3,585,502.49 0.00 411.56 3,585,502.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,585,502.49 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1123.67 51104.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 51,104.51 0.00 45.48 51,104.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,104.51 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 135.23 87572.94 11842488.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.23 11,842,488.68 0.00 0.00 135.23 11,842,488.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,842,488.68 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2202.56 18237.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.28 18,237.20 0.00 8.28 18,237.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,237.20 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.61 107905.98 173728.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 173,728.63 0.00 0.00 0.00 0.00 1.61 173,728.63 173,728.63 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 43.00 1108.38 47660.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.00 47,660.34 0.00 0.00 0.00 0.00 43.00 47,660.34 47,660.34 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 24.57 4493.58 110407.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.57 110,407.26 0.00 0.00 0.00 0.00 24.57 110,407.26 110,407.26 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7736.82 119456.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.44 119,456.50 0.00 0.00 0.00 0.00 15.44 119,456.50 119,456.50 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 17.01 4948.94 84181.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.01 84,181.47 0.00 0.00 0.00 0.00 17.01 84,181.47 84,181.47 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 16.00 1216.49 19463.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 19,463.84 0.00 0.00 0.00 0.00 16.00 19,463.84 19,463.84 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 86.97 11775.04 1024075.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.97 1,024,075.23 0.00 0.00 0.00 0.00 86.97 1,024,075.23 1,024,075.23 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 74.00 477.20 35312.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.00 35,312.80 0.00 0.00 0.00 0.00 74.00 35,312.80 35,312.80 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 260.99 16390.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,390.17 0.00 0.00 0.00 0.00 62.80 16,390.17 16,390.17 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6819.54 143210.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 143,210.34 0.00 0.00 0.00 0.00 21.00 143,210.34 143,210.34 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 182.10 7353.53 1339077.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.10 1,339,077.81 0.00 0.00 0.00 0.00 182.10 1,339,077.81 1,339,077.81 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6245.15 116909.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.72 116,909.21 0.00 0.00 0.00 0.00 18.72 116,909.21 116,909.21 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7023.00 199.84 1403476.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,023.00 1,403,476.32 0.00 0.00 0.00 0.00 7,023.00 1,403,476.32 1,403,476.32 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 616.98 2161583.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,161,583.26 0.00 0.00 0.00 0.00 3,503.49 2,161,583.26 2,161,583.26 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5683.43 276.28 1570218.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,683.43 1,570,218.04 5,683.43 1,570,218.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,570,218.04 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4515.27 41.50 187383.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,515.27 187,383.71 4,515.27 187,383.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187,383.71 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1452.43 417.14 605866.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,452.43 605,866.65 1,452.43 605,866.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 605,866.65 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 72.07 558110.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 558,110.08 7,744.00 558,110.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 558,110.08 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7695.84 109.20 840385.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,695.84 840,385.73 7,695.84 840,385.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 840,385.73 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1227.02 3110.02 3816056.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,227.02 3,816,056.74 0.00 0.00 0.00 1,227.02 3,816,056.74 3,816,056.74 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5815.99 709550.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 709,550.78 0.00 0.00 0.00 122.00 709,550.78 709,550.78 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 704.53 358.18 252348.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 704.53 252,348.56 0.00 0.00 0.00 704.53 252,348.56 252,348.56 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 342.89 34059.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 34,059.26 0.00 0.00 0.00 99.33 34,059.26 34,059.26 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 808.69 1245.97 1007603.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 808.69 1,007,603.48 0.00 0.00 0.00 808.69 1,007,603.48 1,007,603.48 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2819.54 166352.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.00 166,352.86 0.00 0.00 0.00 59.00 166,352.86 166,352.86 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 416.51 1463.28 609470.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 416.51 609,470.75 0.00 0.00 0.00 416.51 609,470.75 609,470.75 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7695.90 172.54 1327850.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,695.90 1,327,850.59 0.00 0.00 7,695.90 1,327,850.59 1,327,850.59 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1452.43 170.35 247421.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,452.43 247,421.45 0.00 0.00 1,452.43 247,421.45 247,421.45 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 54.60 15338.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.92 15,338.23 0.00 0.00 280.92 15,338.23 15,338.23 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 125.58 35277.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.92 35,277.93 0.00 0.00 280.92 35,277.93 35,277.93 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 57.88 12395.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 214.16 12,395.58 0.00 0.00 214.16 12,395.58 12,395.58 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 150.70 32273.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 214.16 32,273.91 0.00 0.00 214.16 32,273.91 32,273.91 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3041.22 13138.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.32 13,138.07 0.00 0.00 0.00 4.32 13,138.07 13,138.07 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3933.38 555943.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 555,943.93 0.00 0.00 0.00 141.34 555,943.93 555,943.93 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.88 3322.96 95967.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.88 95,967.08 0.00 0.00 0.00 28.88 95,967.08 95,967.08 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 892.16 63173.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.81 63,173.85 0.00 0.00 0.00 70.81 63,173.85 63,173.85 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2448.26 729752.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.07 729,752.86 0.00 0.00 0.00 298.07 729,752.86 729,752.86 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2159.98 1121915.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,121,915.21 0.00 0.00 0.00 519.41 1,121,915.21 1,121,915.21 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4160.00 4.37 18179.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,160.00 18,179.20 0.00 0.00 0.00 4,160.00 18,179.20 18,179.20 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 317.77 50843.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 50,843.20 0.00 0.00 0.00 160.00 50,843.20 50,843.20 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 598.42 51057.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 51,057.19 0.00 0.00 0.00 85.32 51,057.19 51,057.19 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2184.00 207043.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 207,043.20 0.00 0.00 0.00 94.80 207,043.20 207,043.20 0.00
52 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 791.70 75053.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 75,053.16 0.00 0.00 0.00 94.80 75,053.16 75,053.16 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1892.67 3.28 6207.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,892.67 6,207.96 1,892.67 6,207.96 6,207.96 0.00
54 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2211.30 121864.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.11 121,864.74 0.00 0.00 0.00 55.11 121,864.74 121,864.74 0.00
55 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 248.70 1965.60 488844.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 248.70 488,844.72 0.00 0.00 0.00 248.70 488,844.72 488,844.72 0.00
56 Pg -147, 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 156101.07 437083.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 437,083.00 0.00 0.00 0.00 0.00 2.80 437,083.00 437,083.00 0.00
57 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 177.74 4753.80 844940.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.74 844,940.41 0.00 0.00 177.74 844,940.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 844,940.41 0.00
58 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 270.66 4074.69 1102855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.66 1,102,855.60 0.00 0.00 270.66 1,102,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,102,855.60 0.00
59 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 297.70 3395.57 1010861.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.70 1,010,861.19 0.00 0.00 297.70 1,010,861.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,010,861.19 0.00
60 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.59 3395.57 90288.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 90,288.21 0.00 0.00 26.59 90,288.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,288.21 0.00
61 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 44.09 3920.72 172864.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.09 172,864.54 0.00 44.09 172,864.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172,864.54 0.00
62 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.60 2940.54 54694.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.60 54,694.04 0.00 18.60 54,694.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,694.04 0.00
TERRACE FLOOR 1A-CIVIL WORKS 0.00
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 55.22 6856.45 378613.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.22 378,613.17 0.00 55.22 378,613.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 378,613.17 0.00
2 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 60.20 9492.53 571450.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.20 571,450.31 0.00 60.20 571,450.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 571,450.31 0.00
3 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 86.60 6856.45 593768.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 593,768.57 0.00 86.60 593,768.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 593,768.57 0.00
4 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 206.74 6597.36 1363938.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.74 1,363,938.21 206.74 1,363,938.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,363,938.21 0.00
5 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 17.19 6597.36 113408.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.19 113,408.62 17.19 113,408.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113,408.62 0.00
6 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 66.22 8795.74 582453.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.22 582,453.90 66.22 582,453.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 582,453.90 0.00
7 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 31.50 1134.47 35735.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.50 35,735.81 31.50 35,735.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,735.81 0.00
8 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 69.83 88414.99 6174018.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.83 6,174,018.75 0.00 69.83 6,174,018.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,174,018.75 0.00
9 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.20 108943.54 130732.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.20 130,732.25 0.00 0.00 0.00 1.20 130,732.25 130,732.25 0.00
10 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 18.00 1119.04 20142.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 20,142.72 0.00 0.00 0.00 18.00 20,142.72 20,142.72 0.00
11 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 19.95 7811.21 155833.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.95 155,833.64 0.00 0.00 0.00 19.95 155,833.64 155,833.64 0.00
12 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 10.71 4996.53 53512.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.71 53,512.84 0.00 0.00 0.00 10.71 53,512.84 53,512.84 0.00
13 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 7.00 1228.19 8597.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 8,597.33 0.00 0.00 0.00 7.00 8,597.33 8,597.33 0.00
14 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.25 11888.26 157519.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.25 157,519.45 0.00 0.00 0.00 13.25 157,519.45 157,519.45 0.00
15 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 28.00 481.79 13490.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 13,490.12 0.00 0.00 0.00 28.00 13,490.12 13,490.12 0.00
19 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 31.04 7424.24 230448.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.04 230,448.41 0.00 0.00 0.00 31.04 230,448.41 230,448.41 0.00
20 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 44.48 6305.20 280455.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.48 280,455.30 0.00 0.00 0.00 44.48 280,455.30 280,455.30 0.00
21 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2075.50 201.76 418752.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,075.50 418,752.88 0.00 0.00 0.00 2,075.50 418,752.88 418,752.88 0.00
22 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 3180.11 278.93 887028.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,180.11 887,028.08 0.00 0.00 0.00 0.00 3,180.11 887,028.08 887,028.08 0.00
23 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3047.37 41.90 127684.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,047.37 127,684.80 0.00 0.00 0.00 0.00 3,047.37 127,684.80 127,684.80 0.00
24 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2582.36 421.16 1087586.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,582.36 1,087,586.74 0.00 0.00 0.00 0.00 2,582.36 1,087,586.74 1,087,586.74 0.00
25 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 3762.11 110.25 414772.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,762.11 414,772.63 0.00 0.00 0.00 0.00 3,762.11 414,772.63 414,772.63 0.00
26 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 127.94 1188.50 152056.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 127.94 152,056.69 0.00 0.00 127.94 152,056.69 152,056.69 0.00
27 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2777.60 171.99 477719.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,777.60 477,719.42 0.00 2,777.60 477,719.42 477,719.42 0.00
28 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 55.12 4576.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.02 4,576.06 0.00 83.02 4,576.06 4,576.06 0.00
29 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 126.79 10526.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.02 10,526.11 0.00 83.02 10,526.11 10,526.11 0.00
30 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 58.43 5016.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.86 5,016.80 0.00 85.86 5,016.80 5,016.80 0.00
31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 152.15 13063.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.86 13,063.60 0.00 85.86 13,063.60 13,063.60 0.00
32 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 1813.94 900.74 1633888.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,813.94 1,633,888.32 0.00 0.00 1,813.94 1,633,888.32 1,633,888.32 0.00
33 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 320.83 19249.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,249.80 0.00 0.00 60.00 19,249.80 19,249.80 0.00
34 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 604.17 51547.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 51,547.78 0.00 0.00 85.32 51,547.78 51,547.78 0.00
35 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2205.00 590058.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 590,058.00 0.00 0.00 267.60 590,058.00 590,058.00 0.00
36 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 799.31 213895.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 213,895.36 0.00 0.00 267.60 213,895.36 213,895.36 0.00
37 7.61 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. Cum 12.24 28493.01 348754.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.24 348,754.44 0.00 0.00 12.24 348,754.44 348,754.44 0.00
38 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 187.29 3.31 619.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.29 619.93 187.29 619.93 619.93 0.00
39 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 3762.11 174.20 655359.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,762.11 655,359.56 0.00 3,762.11 655,359.56 655,359.56 0.00
40 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 55.22 4799.51 265028.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.22 265,028.94 0.00 55.22 265,028.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 265,028.94 0.00
41 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 60.20 5628.84 338856.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.20 338,856.17 0.00 60.20 338,856.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 338,856.17 0.00
42 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 86.60 3428.22 296883.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 296,883.85 0.00 86.60 296,883.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296,883.85 0.00
43 SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 86.60 4799.51 415637.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 415,637.57 0.00 86.60 415,637.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 415,637.57 0.00
44 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 206.74 3958.42 818363.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.74 818,363.75 206.74 818,363.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 818,363.75 0.00
45 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 17.19 2968.81 51033.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.19 51,033.84 17.19 51,033.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,033.84 0.00
TERRACE FLOOR 1B-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 4.50 6921.75 31147.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 31,147.88 4.50 31,147.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31,147.88 0.00
2 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 35.50 9582.93 340194.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.50 340,194.02 35.50 340,194.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340,194.02 0.00
3 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 57.70 9582.93 552935.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 552,935.06 57.70 552,935.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 552,935.06 0.00
4 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 0.67 6660.19 4462.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 4,462.33 0.67 4,462.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,462.33 0.00
5 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 33.99 6660.19 226379.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.99 226,379.86 33.99 226,379.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 226,379.86 0.00
6 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 0.10 8879.51 887.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 887.95 0.10 887.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 887.95 0.00
7 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 18.86 89257.04 1683387.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.86 1,683,387.77 18.86 1,683,387.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,683,387.77 0.00
8 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.10 109981.10 10998.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 10,998.11 0.00 0.00 0.00 0.10 10,998.11 10,998.11 0.00
9 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 1.00 1129.70 1129.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,129.70 0.00 0.00 0.00 1.00 1,129.70 1,129.70 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 2.57 7885.61 20266.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.57 20,266.02 0.00 0.00 0.00 2.57 20,266.02 20,266.02 0.00
11 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 0.68 12001.48 8161.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.68 8,161.01 0.00 0.00 0.00 0.68 8,161.01 8,161.01 0.00
12 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 2.00 486.38 972.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 972.76 0.00 0.00 0.00 2.00 972.76 972.76 0.00
16 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 53.28 7494.94 399330.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.28 399,330.40 0.00 0.00 0.00 53.28 399,330.40 399,330.40 0.00
17 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.28 6365.25 109991.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.28 109,991.52 0.00 0.00 0.00 17.28 109,991.52 109,991.52 0.00
18 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 1951.50 203.68 397481.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,951.50 397,481.52 0.00 0.00 0.00 1,951.50 397,481.52 397,481.52 0.00
19 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1067.94 281.59 300721.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,067.94 300,721.22 0.00 0.00 0.00 0.00 1,067.94 300,721.22 300,721.22 0.00
20 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 312.78 42.29 13227.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312.78 13,227.47 0.00 0.00 0.00 0.00 312.78 13,227.47 13,227.47 0.00
21 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1000.56 425.17 425408.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,000.56 425,408.10 0.00 0.00 0.00 0.00 1,000.56 425,408.10 425,408.10 0.00
22 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 1301.37 111.30 144842.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,301.37 144,842.48 0.00 0.00 0.00 0.00 1,301.37 144,842.48 144,842.48 0.00
23 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1000.56 173.63 173727.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,000.56 173,727.23 0.00 1,000.56 173,727.23 173,727.23 0.00
24 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 1672.76 120.20 201065.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,672.76 201,065.75 0.00 0.00 0.00 0.00 1,672.76 201,065.75 201,065.75 0.00
25 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. - 0.63 mm thick with zinc coating not less than 275 g/ Sqm Sqm 66.91 978.33 65460.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.91 65,460.06 0.00 0.00 0.00 0.00 66.91 65,460.06 65,460.06 0.00
26 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/Sqm m 43.20 711.21 30724.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.20 30,724.27 0.00 0.00 0.00 0.00 43.20 30,724.27 30,724.27 0.00
27 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 55.65 4344.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.06 4,344.04 0.00 78.06 4,344.04 4,344.04 0.00
28 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 128.00 9991.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.06 9,991.68 0.00 78.06 9,991.68 9,991.68 0.00
29 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 58.99 474.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.04 474.28 0.00 8.04 474.28 474.28 0.00
30 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 153.59 1234.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.04 1,234.86 0.00 8.04 1,234.86 1,234.86 0.00
31 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 450.82 909.32 409939.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 450.82 409,939.64 0.00 0.00 450.82 409,939.64 409,939.64 0.00
32 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 323.88 19432.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,432.80 0.00 0.00 60.00 19,432.80 19,432.80 0.00
33 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 66.91 3.34 223.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.91 223.48 66.91 223.48 223.48 0.00
34 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1565.83 628.84 984656.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,565.83 984,656.54 0.00 0.00 1,565.83 984,656.54 984,656.54 0.00
35 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 1301.37 175.85 228845.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,301.37 228,845.91 0.00 1,301.37 228,845.91 228,845.91 0.00
36 18.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding Glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Sqm 19.29 2819.25 54383.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.29 54,383.33 0.00 0.00 19.29 54,383.33 54,383.33 0.00
37 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 80.70 1199.81 96824.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.70 96,824.67 0.00 0.00 80.70 96,824.67 96,824.67 0.00
38 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 4.50 4845.22 21803.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 21,803.49 4.50 21,803.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,803.49 0.00
39 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 35.50 5749.75 204116.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.50 204,116.13 35.50 204,116.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 204,116.13 0.00
40 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 57.70 4791.46 276467.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 276,467.24 57.70 276,467.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276,467.24 0.00
41 SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 57.70 6708.05 387054.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 387,054.49 57.70 387,054.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 387,054.49 0.00
42 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 0.67 3996.12 2677.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 2,677.40 0.67 2,677.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,677.40 0.00
43 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 33.99 2997.09 101871.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.99 101,871.09 33.99 101,871.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,871.09 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 2.00 897.18 1794.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,794.36 0.00 0.00 0.00 2.00 1,794.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,794.36 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 2.00 1184.58 2369.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,369.16 0.00 0.00 0.00 2.00 2,369.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,369.16 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2572.77 2572.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,572.77 0.00 0.00 0.00 1.00 2,572.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,572.77 0.00
8 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 2.00 313.91 627.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 627.82 0.00 0.00 0.00 2.00 627.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 627.82 0.00
9 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 2.00 333.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 666.00 0.00 0.00 0.00 2.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 666.00 0.00
13 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 135.00 254.10 34303.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 34,303.50 0.00 0.00 0.00 135.00 34,303.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34,303.50 0.00
14 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 135.00 279.30 37705.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 37,705.50 0.00 0.00 0.00 135.00 37,705.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37,705.50 0.00
15 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 4.00 14605.50 58422.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 58,422.00 0.00 0.00 0.00 4.00 58,422.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58,422.00 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000.00 9.54 19080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,080.00 0.00
17 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 200.00 828.25 165650.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 165,650.00 0.00 0.00 0.00 200.00 165,650.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165,650.00 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 340.00 424.20 144228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340.00 144,228.00 0.00 0.00 0.00 340.00 144,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144,228.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 60.00 337.24 20234.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 20,234.40 0.00 0.00 0.00 60.00 20,234.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20,234.40 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 40.00 401.93 16077.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 16,077.20 0.00 0.00 0.00 40.00 16,077.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,077.20 0.00
21 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 10.00 327.69 3276.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 3,276.90 0.00 0.00 0.00 10.00 3,276.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,276.90 0.00
23 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 6,999.30 0.00 0.00 0.00 30.00 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,999.30 0.00
24 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 30.00 388.50 11655.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 11,655.00 0.00 0.00 0.00 30.00 11,655.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,655.00 0.00
25 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 350.00 431.55 151042.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 350.00 151,042.50 0.00 0.00 0.00 350.00 151,042.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151,042.50 0.00
26 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 5.00 2737.15 13685.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 13,685.75 0.00 0.00 0.00 5.00 13,685.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,685.75 0.00
STILT FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 888.30 6218.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,218.10 0.00 0.00 7.00 6,218.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,218.10 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1172.85 7037.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,037.10 0.00 0.00 6.00 7,037.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,037.10 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2547.30 7641.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,641.90 0.00 0.00 3.00 7,641.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,641.90 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 4.00 1071.00 4284.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 4,284.00 0.00 0.00 4.00 4,284.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,284.00 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 4.00 310.80 1243.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,243.20 0.00 0.00 4.00 1,243.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,243.20 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 4.00 329.70 1318.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,318.80 0.00 0.00 4.00 1,318.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,318.80 0.00
17 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 108.00 254.10 27442.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 27,442.80 0.00 0.00 108.00 27,442.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,442.80 0.00
18 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 108.00 279.30 30164.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 30,164.40 0.00 0.00 108.00 30,164.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,164.40 0.00
19 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 2.00 14605.50 29211.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 29,211.00 0.00 0.00 2.00 29,211.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,211.00 0.00
20 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000.00 9.45 18900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 18,900.00 0.00 0.00 2,000.00 18,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,900.00 0.00
21 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 100.00 820.05 82005.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 82,005.00 0.00 0.00 100.00 82,005.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82,005.00 0.00
22 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 40.00 562.80 22512.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 22,512.00 0.00 0.00 40.00 22,512.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,512.00 0.00
23 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 160.00 420.00 67200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 67,200.00 0.00 0.00 160.00 67,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67,200.00 0.00
24 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 228.00 333.90 76129.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 228.00 76,129.20 0.00 0.00 228.00 76,129.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76,129.20 0.00
25 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 168.00 397.95 66855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 66,855.60 0.00 0.00 168.00 66,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66,855.60 0.00
26 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 60.00 324.45 19467.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,467.00 0.00 0.00 60.00 19,467.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,467.00 0.00
28 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 40.00 231.00 9240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 9,240.00 0.00 0.00 40.00 9,240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,240.00 0.00
29 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 3.00 5128.20 15384.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 15,384.60 0.00 0.00 3.00 15,384.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,384.60 0.00
30 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 4.00 6275.85 25103.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 25,103.40 0.00 0.00 4.00 25,103.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,103.40 0.00
31 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 3.00 9074.10 27222.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 27,222.30 0.00 0.00 3.00 27,222.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,222.30 0.00
32 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 18.00 2689.05 48402.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 48,402.90 0.00 0.00 18.00 48,402.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48,402.90 0.00
33 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 4.00 285.60 1142.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,142.40 0.00 0.00 4.00 1,142.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,142.40 0.00
34 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5840.10 17520.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,520.30 0.00 0.00 3.00 17,520.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,520.30 0.00
35 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 25.00 1281.00 32025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 32,025.00 0.00 0.00 25.00 32,025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,025.00 0.00
36 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 25.00 204.75 5118.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 5,118.75 0.00 0.00 25.00 5,118.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,118.75 0.00
37 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 5.00 1135.05 5675.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5,675.25 0.00 0.00 5.00 5,675.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,675.25 0.00
38 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2849.70 2849.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,849.70 0.00 0.00 1.00 2,849.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,849.70 0.00
39 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 6.00 753.90 4523.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 4,523.40 0.00 0.00 6.00 4,523.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,523.40 0.00
40 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2227.05 13362.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,362.30 0.00 0.00 6.00 13,362.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,362.30 0.00
41 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 2.00 880.95 1761.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,761.90 0.00 0.00 2.00 1,761.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,761.90 0.00
42 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 2976.75 5953.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 5,953.50 0.00 0.00 2.00 5,953.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,953.50 0.00
43 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 951.30 1902.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,902.60 0.00 0.00 2.00 1,902.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,902.60 0.00
44 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 10.00 388.50 3885.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 3,885.00 0.00 0.00 10.00 3,885.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,885.00 0.00
45 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 50.00 431.55 21577.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 21,577.50 0.00 0.00 50.00 21,577.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,577.50 0.00
46 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 81.90 113.40 9287.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81.90 9,287.46 0.00 0.00 81.90 9,287.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,287.46 0.00
47 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 4.40 2990.40 13157.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.40 13,157.76 0.00 0.00 4.40 13,157.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,157.76 0.00
48 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 26.00 2710.05 70461.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 70,461.30 0.00 0.00 26.00 70,461.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70,461.30 0.00
49 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 26.00 233.31 6066.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 6,066.06 0.00 0.00 26.00 6,066.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,066.06 0.00
GROUND FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 897.18 6280.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,280.26 0.00 7.00 6,280.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,280.26 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1184.58 14214.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,214.96 0.00 12.00 14,214.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,214.96 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2572.77 7718.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,718.31 0.00 3.00 7,718.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,718.31 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1081.71 10817.1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 10,817.10 0.00 10.00 10,817.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,817.10 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 313.91 1883.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,883.46 0.00 6.00 1,883.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,883.46 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 333 1998 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,998.00 0.00 6.00 1,998.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,998.00 0.00
14 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 2 657.51 1315.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,315.02 0.00 2.00 1,315.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,315.02 0.00
15 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.54 19080 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,080.00 0.00
16 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 568.43 90948.8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 90,948.80 0.00 160.00 90,948.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,948.80 0.00
17 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 424.2 114534 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 114,534.00 0.00 270.00 114,534.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,534.00 0.00
18 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 337.24 103869.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 103,869.92 0.00 308.00 103,869.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103,869.92 0.00
19 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 401.93 86816.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 86,816.88 0.00 216.00 86,816.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86,816.88 0.00
21 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 233.31 6999.3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 6,999.30 0.00 30.00 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,999.30 0.00
22 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5179.48 25897.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 25,897.40 0.00 5.00 25,897.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,897.40 0.00
23 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6338.61 63386.1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 63,386.10 0.00 10.00 63,386.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63,386.10 0.00
24 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9164.84 54989.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 54,989.04 0.00 6.00 54,989.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,989.04 0.00
25 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2715.94 97773.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 97,773.84 0.00 36.00 97,773.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,773.84 0.00
26 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 288.46 2884.6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,884.60 0.00 10.00 2,884.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,884.60 0.00
27 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 5898.5 17695.5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,695.50 0.00 3.00 17,695.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,695.50 0.00
28 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1293.81 21994.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 21,994.77 0.00 17.00 21,994.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,994.77 0.00
29 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 206.8 3515.6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,515.60 0.00 17.00 3,515.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,515.60 0.00
30 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1146.4 6878.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 6,878.40 0.00 6.00 6,878.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,878.40 0.00
31 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2878.2 11512.8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,512.80 0.00 4.00 11,512.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,512.80 0.00
32 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 761.44 5330.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,330.08 0.00 7.00 5,330.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,330.08 0.00
33 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 889.76 7118.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,118.08 0.00 8.00 7,118.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,118.08 0.00
34 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3006.52 6013.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,013.04 0.00 2.00 6,013.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,013.04 0.00
35 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 960.81 1921.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,921.62 0.00 2.00 1,921.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,921.62 0.00
36 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,262.00 0.00
37 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 114.53 17442.919 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,442.92 0.00 152.30 17,442.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,442.92 0.00
38 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3020.3 24162.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,162.40 0.00 8.00 24,162.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24,162.40 0.00
39 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2737.15 43794.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 43,794.40 0.00 16.00 43,794.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,794.40 0.00
40 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2685.19 80555.7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 80,555.70 0.00 30.00 80,555.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80,555.70 0.00
41 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2249.32 13495.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,495.92 0.00 6.00 13,495.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,495.92 0.00
FIRST FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 906.07 6342.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,342.49 7.00 6,342.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,342.49 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1196.31 14355.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,355.72 12.00 14,355.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,355.72 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2598.25 7794.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,794.75 3.00 7,794.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,794.75 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1092.42 10924.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 10,924.20 10.00 10,924.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,924.20 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 317.02 1902.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,902.12 6.00 1,902.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,902.12 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 336.29 2017.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,017.74 6.00 2,017.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,017.74 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.64 19280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,280.00 2,000.00 19,280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,280.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 574.06 91849.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 91,849.60 160.00 91,849.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91,849.60 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 428.4 115668.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 115,668.00 270.00 115,668.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115,668.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 340.58 104898.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 104,898.64 308.00 104,898.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104,898.64 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 405.91 87676.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 87,676.56 216.00 87,676.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87,676.56 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 235.62 7068.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,068.60 30.00 7,068.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,068.60 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5230.76 26153.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,153.80 5.00 26,153.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26,153.80 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6401.37 64013.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 64,013.70 10.00 64,013.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64,013.70 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9255.58 55533.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 55,533.48 6.00 55,533.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55,533.48 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2742.83 98741.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 98,741.88 36.00 98,741.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98,741.88 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 291.31 2913.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,913.10 10.00 2,913.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,913.10 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 5956.9 17870.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,870.70 3.00 17,870.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,870.70 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1306.62 22212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,212.54 17.00 22,212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,212.54 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 208.84 3550.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,550.28 17.00 3,550.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,550.28 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1157.75 6946.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 6,946.50 6.00 6,946.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,946.50 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2906.69 11626.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,626.76 4.00 11,626.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,626.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 768.98 5382.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,382.86 7.00 5,382.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,382.86 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2271.59 13629.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,629.54 6.00 13,629.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,629.54 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 898.57 7188.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,188.56 8.00 7,188.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,188.56 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3036.28 6072.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,072.56 2.00 6,072.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,072.56 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 970.33 1940.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,940.66 2.00 1,940.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,940.66 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 115.67 17616.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,616.54 152.30 17,616.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,616.54 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3050.21 24401.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,401.68 8.00 24,401.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24,401.68 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2764.25 44228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 44,228.00 16.00 44,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44,228.00 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2711.77 81353.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 81,353.10 30.00 81,353.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81,353.10 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 914.95 6404.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,404.65 0.00 0.00 0.00 0.00 0.00 7.00 6,404.65 6,404.65 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1208.04 14496.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,496.48 0.00 0.00 0.00 0.00 0.00 12.00 14,496.48 14,496.48 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2623.72 7871.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,871.16 0.00 0.00 0.00 0.00 0.00 3.00 7,871.16 7,871.16 0.00
4 14.53b Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 10 1571.42 15714.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 15,714.20 0.00 0.00 0.00 0.00 0.00 10.00 15,714.20 15,714.20 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 320.12 1920.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,920.72 0.00 0.00 0.00 0.00 0.00 6.00 1,920.72 1,920.72 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 339.59 2037.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,037.54 0.00 0.00 0.00 0.00 0.00 6.00 2,037.54 2,037.54 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.73 19460.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,460.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,460.00 19,460.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 579.68 92748.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 92,748.80 0.00 0.00 0.00 0.00 0.00 160.00 92,748.80 92,748.80 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 432.6 116802.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 116,802.00 0.00 0.00 0.00 0.00 0.00 270.00 116,802.00 116,802.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 343.92 105927.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 105,927.36 0.00 0.00 0.00 0.00 0.00 308.00 105,927.36 105,927.36 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 409.89 88536.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 88,536.24 0.00 0.00 0.00 0.00 0.00 216.00 88,536.24 88,536.24 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 237.93 7137.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,137.90 0.00 0.00 0.00 0.00 0.00 30.00 7,137.90 7,137.90 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5282.05 26410.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,410.25 0.00 0.00 0.00 0.00 0.00 5.00 26,410.25 26,410.25 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6464.13 64641.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 64,641.30 0.00 0.00 0.00 0.00 0.00 10.00 64,641.30 64,641.30 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9346.32 56077.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 56,077.92 0.00 0.00 0.00 0.00 0.00 6.00 56,077.92 56,077.92 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2769.72 99709.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 99,709.92 0.00 0.00 0.00 0.00 0.00 36.00 99,709.92 99,709.92 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 294.17 2941.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,941.70 0.00 0.00 0.00 0.00 0.00 10.00 2,941.70 2,941.70 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 6015.3 18045.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 18,045.90 0.00 0.00 0.00 0.00 0.00 3.00 18,045.90 18,045.90 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1319.43 22430.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,430.31 0.00 0.00 0.00 0.00 0.00 17.00 22,430.31 22,430.31 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 210.89 3585.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,585.13 0.00 0.00 0.00 0.00 0.00 17.00 3,585.13 3,585.13 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1169.1 7014.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,014.60 0.00 0.00 0.00 0.00 0.00 6.00 7,014.60 7,014.60 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2935.19 11740.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,740.76 0.00 0.00 0.00 0.00 0.00 4.00 11,740.76 11,740.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 776.52 5435.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,435.64 0.00 0.00 0.00 0.00 0.00 7.00 5,435.64 5,435.64 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2293.86 13763.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,763.16 0.00 0.00 0.00 0.00 0.00 6.00 13,763.16 13,763.16 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 907.38 7259.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,259.04 0.00 0.00 0.00 0.00 0.00 8.00 7,259.04 7,259.04 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3066.05 6132.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,132.10 0.00 0.00 0.00 0.00 0.00 2.00 6,132.10 6,132.10 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 979.84 1959.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,959.68 0.00 0.00 0.00 0.00 0.00 2.00 1,959.68 1,959.68 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 116.8 17788.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,788.64 0.00 0.00 0.00 0.00 0.00 152.30 17,788.64 17,788.64 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3080.11 24640.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,640.88 0.00 0.00 0.00 0.00 0.00 8.00 24,640.88 24,640.88 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2791.35 44661.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 44,661.60 0.00 0.00 0.00 0.00 0.00 16.00 44,661.60 44,661.60 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2738.36 82150.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 82,150.80 0.00 0.00 0.00 0.00 0.00 30.00 82,150.80 82,150.80 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 923.83 6466.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,466.81 0.00 0.00 0.00 0.00 0.00 7.00 6,466.81 6,466.81 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1219.76 14637.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,637.12 0.00 0.00 0.00 0.00 0.00 12.00 14,637.12 14,637.12 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2649.19 7947.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,947.57 0.00 0.00 0.00 0.00 0.00 3.00 7,947.57 7,947.57 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1113.84 11138.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 11,138.40 0.00 0.00 0.00 0.00 0.00 10.00 11,138.40 11,138.40 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 323.23 1939.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,939.38 0.00 0.00 0.00 0.00 0.00 6.00 1,939.38 1,939.38 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 342.89 2057.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,057.34 0.00 0.00 0.00 0.00 0.00 6.00 2,057.34 2,057.34 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.83 19660.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,660.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,660.00 19,660.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 585.31 93649.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 93,649.60 0.00 0.00 0.00 0.00 0.00 160.00 93,649.60 93,649.60 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 436.8 117936.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 117,936.00 0.00 0.00 0.00 0.00 0.00 270.00 117,936.00 117,936.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 347.26 106956.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 106,956.08 0.00 0.00 0.00 0.00 0.00 308.00 106,956.08 106,956.08 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 413.87 89395.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 89,395.92 0.00 0.00 0.00 0.00 0.00 216.00 89,395.92 89,395.92 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 240.24 7207.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,207.20 0.00 0.00 0.00 0.00 0.00 30.00 7,207.20 7,207.20 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5333.33 26666.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,666.65 0.00 0.00 0.00 0.00 0.00 5.00 26,666.65 26,666.65 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6526.88 65268.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 65,268.80 0.00 0.00 0.00 0.00 0.00 10.00 65,268.80 65,268.80 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9437.06 56622.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 56,622.36 0.00 0.00 0.00 0.00 0.00 6.00 56,622.36 56,622.36 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2796.61 100677.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 100,677.96 0.00 0.00 0.00 0.00 0.00 36.00 100,677.96 100,677.96 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 297.02 2970.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,970.20 0.00 0.00 0.00 0.00 0.00 10.00 2,970.20 2,970.20 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 6073.7 18221.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 18,221.10 0.00 0.00 0.00 0.00 0.00 3.00 18,221.10 18,221.10 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1332.24 22648.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,648.08 0.00 0.00 0.00 0.00 0.00 17.00 22,648.08 22,648.08 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 212.94 3619.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,619.98 0.00 0.00 0.00 0.00 0.00 17.00 3,619.98 3,619.98 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1180.45 7082.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,082.70 0.00 0.00 0.00 0.00 0.00 6.00 7,082.70 7,082.70 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2963.69 11854.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,854.76 0.00 0.00 0.00 0.00 0.00 4.00 11,854.76 11,854.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 784.06 5488.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,488.42 0.00 0.00 0.00 0.00 0.00 7.00 5,488.42 5,488.42 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2316.13 13896.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,896.78 0.00 0.00 0.00 0.00 0.00 6.00 13,896.78 13,896.78 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 916.19 7329.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,329.52 0.00 0.00 0.00 0.00 0.00 8.00 7,329.52 7,329.52 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3095.82 6191.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,191.64 0.00 0.00 0.00 0.00 0.00 2.00 6,191.64 6,191.64 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 989.35 1978.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,978.70 0.00 0.00 0.00 0.00 0.00 2.00 1,978.70 1,978.70 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 117.94 17962.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,962.26 0.00 0.00 0.00 0.00 0.00 152.30 17,962.26 17,962.26 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3110.02 24880.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,880.16 0.00 0.00 0.00 0.00 0.00 8.00 24,880.16 24,880.16 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2818.45 45095.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 45,095.20 0.00 0.00 0.00 0.00 0.00 16.00 45,095.20 45,095.20 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2764.94 82948.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 82,948.20 0.00 0.00 0.00 0.00 0.00 30.00 82,948.20 82,948.20 0.00
43 14.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm each 8 6134.86 49078.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 49,078.88 0.00 0.00 0.00 0.00 0.00 8.00 49,078.88 49,078.88 0.00
1 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 91.2 107.1 9767.52 0.00 0.00 91.20 9,767.52 0.00 0.00 0.00 0.00 0.00 0.00 91.20 9,767.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,767.52 0.00
2 1.15.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 288.8 381.15 110076.12 0.00 0.00 288.80 110,076.12 0.00 0.00 0.00 0.00 0.00 0.00 288.80 110,076.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110,076.12 0.00
3 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m² 152 185.85 28249.20 0.00 0.00 152.00 28,249.20 0.00 0.00 0.00 0.00 0.00 0.00 152.00 28,249.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,249.20 0.00
4 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade m³ 22.8 4984.35 113643.18 0.00 0.00 22.80 113,643.18 0.00 0.00 0.00 0.00 0.00 0.00 22.80 113,643.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113,643.18 0.00
5 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade m³ 81.07 6529.95 529383.05 0.00 0.00 81.07 529,383.05 0.00 0.00 0.00 0.00 0.00 0.00 81.07 529,383.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 529,383.05 0.00
6 2.11.h Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 12.16 73236.45 890555.23 0.00 0.00 12.16 890,555.23 0.00 0.00 0.00 0.00 0.00 0.00 12.16 890,555.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 890,555.23 0.00
7 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. m² 492.95 368.55 181676.72 0.00 0.00 492.95 181,676.72 0.00 0.00 0.00 0.00 0.00 0.00 492.95 181,676.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181,676.72 0.00
8 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. kg 121.61 67.2 8172.19 0.00 0.00 121.61 8,172.19 0.00 0.00 0.00 0.00 0.00 0.00 121.61 8,172.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,172.19 0.00
9 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 150 113.4 17010.00 0.00 0.00 150.00 17,010.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 17,010.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,010.00 0.00
10 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 166.76 214.2 35719.99 0.00 0.00 166.76 35,719.99 0.00 0.00 0.00 0.00 0.00 0.00 166.76 35,719.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,719.99 0.00
11 SL No-11, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10 percentage Cum 30.48 653 19903.44 0.00 0.00 30.48 19,903.44 0.00 0.00 0.00 0.00 0.00 0.00 30.48 19,903.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,903.44 0.00
12 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 Percentage Cum 2.62 3917.97 10265.08 0.00 0.00 2.62 10,265.08 0.00 0.00 0.00 0.00 0.00 0.00 2.62 10,265.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,265.08 0.00
13 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 47.97 3264.98 156621.09 0.00 0.00 47.97 156,621.09 0.00 0.00 0.00 0.00 0.00 0.00 47.97 156,621.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156,621.09 0.00
1 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 0 to 50 Mtrs m 100 388.5 38850.00 0.00 0.00 100.00 38,850.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 38,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,850.00 0.00
2 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 50 to 100 Mtrs m 100 487.2 48720.00 0.00 0.00 100.00 48,720.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 48,720.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48,720.00 0.00
3 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 100 to 150 Mtrs m 100 517.65 51765.00 0.00 0.00 100.00 51,765.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 51,765.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,765.00 0.00
4 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 150 to 200 Mtrs m 50 600.6 30030.00 0.00 0.00 50.00 30,030.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 30,030.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,030.00 0.00
5 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. each 2 5552.4 11104.80 0.00 0.00 2.00 11,104.80 0.00 0.00 0.00 0.00 0.00 0.00 2.00 11,104.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,104.80 0.00
7 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 50 2029.65 101482.50 0.00 0.00 50.00 101,482.50 0.00 0.00 0.00 0.00 0.00 0.00 50.00 101,482.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,482.50 0.00
8 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments each 4 157.5 630.00 0.00 0.00 4.00 630.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 630.00 0.00
9 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 100 431.55 43155.00 0.00 0.00 100.00 43,155.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 43,155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,155.00 0.00
10 13.9.2 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 3.00 HP/2.2KW -15 STG each 1 22606.5 22606.50 0.00 0.00 1.00 22,606.50 0.00 0.00 0.00 0.00 0.00 0.00 1.00 22,606.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,606.50 0.00
Biodigester and Utility
1 22.2.1 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. - 25 KLD each 1 1359750 1359750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,359,750.00 1.00 1,359,750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,359,750.00 0.00
2 9.1.9 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - HDPE Grade PE80-PN6.0,200mm dia m 64 1510.95 96700.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.00 96,700.80 64.00 96,700.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96,700.80 0.00
3 9.1.13 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - P,L&J HDPE- PE80-PN6.0,315mm dia m 16 3542.7 56683.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 56,683.20 16.00 56,683.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56,683.20 0.00
4 1.19.1 Mechanical Means - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m m³ 216 476.7 102967.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 102,967.20 216.00 102,967.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102,967.20 0.00
5 9.16.3 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 150 494.55 74182.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 74,182.50 150.00 74,182.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74,182.50 0.00
6 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 200mm dia pipe m 20 2704.8 54096.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 54,096.00 20.00 54,096.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,096.00 0.00
7 16.15.6 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5M depth & SFRC cover & frame each 8 40300.05 322400.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 322,400.40 8.00 322,400.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 322,400.40 0.00
8 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 216 454.65 98204.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 98,204.40 216.00 98,204.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98,204.40 0.00
9 9.17.33 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION ELBOW each 10 259.35 2593.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,593.50 10.00 2,593.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,593.50 0.00
10 2.23.1 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN - 10.0 and 50mm each 5 5811.75 29058.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 29,058.75 5.00 29,058.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,058.75 0.00
11 9.11.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 100 PN 8.0 - HDPE Grade PE100-PN8.0,63mm dia m 150 196.35 29452.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 29,452.50 150.00 29,452.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,452.50 0.00
Buildings Dismantling
1 19.3 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 75.26 2547.3 191709.80 75.26 191,709.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.26 191,709.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191,709.80 0.00
2 19.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m³ 75.26 763.35 57449.72 75.26 57,449.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.26 57,449.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57,449.72 0.00
3 19.7.3 Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In cement mortar m³ 1550.62 1080.45 1675367.38 1,550.62 1,675,367.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,550.62 1,675,367.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,675,367.38 0.00
4 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar m³ 16.17 1768.2 28591.79 16.17 28,591.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.17 28,591.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,591.79 0.00
5 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below m³ 398.83 252 100505.16 398.83 100,505.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 398.83 100,505.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100,505.16 0.00
6 19.14.1 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above m³ 9.22 3054.45 28162.03 9.22 28,162.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.22 28,162.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,162.03 0.00
7 19.15.1 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above m³ 9.22 381.15 3514.20 9.22 3,514.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.22 3,514.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,514.20 0.00
8 19.18 Dismantling steel work in built up sections in angles, tees, flats and chan- nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. kg 4046.08 4.2 16993.54 4,046.08 16,993.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,046.08 16,993.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,993.54 0.00
9 19.22.2 Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles above 25 mm and up to 40 mm m² 2458.43 77.7 191020.01 2,458.43 191,020.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,458.43 191,020.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191,020.01 0.00
10 19.3 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m² 2083.86 150.15 312891.58 2,083.86 312,891.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,083.86 312,891.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312,891.58 0.00
11 19.41.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.100 mm dia pipe m 120 55.65 6678.00 120.00 6,678.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 6,678.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,678.00 0.00
12 2.19 Dismantling of Cement Concrete Pavement - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref to MoRT&H : IRC - 202 m³ 341.25 591.15 201729.94 341.25 201,729.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 341.25 201,729.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201,729.94 0.00
13 10.16 Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m² 544 508.2 276460.80 544.00 276,460.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 544.00 276,460.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276,460.80 0.00
Electrical 1- Internal electrification
1 item 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 700 1066 746200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 700.00 746,200.00 0.00 0.00 0.00 0.00 700.00 746,200.00 746,200.00 0.00
2 item 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 300 1667 500100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 500,100.00 0.00 0.00 0.00 0.00 300.00 500,100.00 500,100.00 0.00
3 item 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 8568 66 565488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,568.00 565,488.00 0.00 0.00 0.00 0.00 8,568.00 565,488.00 565,488.00 0.00
4 item 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 6596 78 514488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,596.00 514,488.00 0.00 0.00 0.00 0.00 6,596.00 514,488.00 514,488.00 0.00
5 item 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 3000 68 204000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,000.00 204,000.00 0.00 0.00 0.00 0.00 3,000.00 204,000.00 204,000.00 0.00
6 item 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 4300 79 339700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,300.00 339,700.00 0.00 0.00 0.00 0.00 4,300.00 339,700.00 339,700.00 0.00
7 item 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 210 29 6090.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 6,090.00 0.00 0.00 0.00 0.00 210.00 6,090.00 6,090.00 0.00
8 item 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 84 69 5796.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.00 5,796.00 0.00 0.00 0.00 0.00 84.00 5,796.00 5,796.00 0.00
9 item 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 15 28 420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 420.00 0.00 0.00 0.00 0.00 15.00 420.00 420.00 0.00
10 item 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 20 35 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 700.00 0.00 0.00 0.00 0.00 20.00 700.00 700.00 0.00
11 item 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 21 19 399.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 399.00 0.00 0.00 0.00 0.00 21.00 399.00 399.00 0.00
12 item 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 21 22 462.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 462.00 0.00 0.00 0.00 0.00 21.00 462.00 462.00 0.00
84 item 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete cm 585648 0.5 292824.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 585,648.00 292,824.00 0.00 0.00 0.00 0.00 585,648.00 292,824.00 292,824.00 0.00
85 item 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 24 2465 59160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 59,160.00 0.00 0.00 0.00 0.00 24.00 59,160.00 59,160.00 0.00
86 item 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 12 3435 41220.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 41,220.00 0.00 0.00 0.00 0.00 12.00 41,220.00 41,220.00 0.00
90 item 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 96 395 37920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 37,920.00 0.00 0.00 0.00 0.00 96.00 37,920.00 37,920.00 0.00
91 item 5.12.7 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 630 A Each 1 38045 38045.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 38,045.00 0.00 0.00 0.00 0.00 1.00 38,045.00 38,045.00 0.00
92 item 5.12.2 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 100 A Each 26 8534 221884.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 221,884.00 0.00 0.00 0.00 0.00 26.00 221,884.00 221,884.00 0.00
98 item 5.33 Supplying of multi function digital meter with three line back lightLCD type display for voltage, Current, frequency, Power, powerfactor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LTnetwork with IP 54 degree of protection and completely wired asrequired with communication Port and Class 0.5s accuracy Each 2 9315 18630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 18,630.00 0.00 0.00 0.00 0.00 2.00 18,630.00 18,630.00 0.00
101 item 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 16 1492 23872.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 23,872.00 0.00 0.00 0.00 0.00 16.00 23,872.00 23,872.00 0.00
116 item 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 20 3200 64000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 64,000.00 0.00 0.00 0.00 0.00 20.00 64,000.00 64,000.00 0.00
117 item 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 20 3510 70200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 70,200.00 0.00 0.00 0.00 0.00 20.00 70,200.00 70,200.00 0.00
118 item 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 20 4256 85120.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 85,120.00 0.00 0.00 0.00 0.00 20.00 85,120.00 85,120.00 0.00
130 item 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 25 570 14250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 14,250.00 0.00 0.00 0.00 0.00 25.00 14,250.00 14,250.00 0.00
131 item 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 192 171 32832.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.00 32,832.00 0.00 0.00 0.00 0.00 192.00 32,832.00 32,832.00 0.00
133 item 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 32 707 22624.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 22,624.00 0.00 0.00 0.00 0.00 32.00 22,624.00 22,624.00 0.00
134 item 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 2326 490 1139740.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,326.00 1,139,740.00 0.00 0.00 0.00 0.00 2,326.00 1,139,740.00 1,139,740.00 0.00
135 item 18.1.1 cpwd Light EV AC Charger (Mode-3) Power 7 kW, Inputpower supply: 1phase 230 plus 10 percent Volt, output supply:230 Volt AC, Frequency:50 Hz plus or ninus 3percent Operationaltemperature range : -25 to 55 00C (outdoor), -5 to 55 C (Indoor)., RH upto 95percent Charging Device as perIS-17017- 22-1 EV-EVSE Communication: as perrelevant IS Codes, Bluetooth Low Energy, one ChargePoint Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer,suitable for 2 Wheelers and 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 54. MechanicalStrength: protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262.O/L,S/C protection. Insulation Resistance 1 M operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 3 23385 70155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 70,155.00 0.00 0.00 0.00 0.00 3.00 70,155.00 70,155.00 0.00
136 item 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: NormalPower 11kW/ 22 kW, 3 phase 415VAC(-40% to+20), Frequency:50 Hz +/-5%, output supply: 240Volt AC, Operational temperature range : -25 to 55 C(outdoor), -5 to 55 0C (Indoor), RH upto 95%,Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket asper IS-17017-2-2, Vehicle Connector as per IS-017017-2-2 Vehicle Inlet/ Connector As per EVmanufacturer, suitable for 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 5 4. MechanicalStrength : protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262. O/L,S/C protection. Insulation Resistance 1 operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 2 84219 168438.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 168,438.00 0.00 0.00 0.00 0.00 2.00 168,438.00 168,438.00 0.00
137 item 25.1.1 CPWD Automatic Power Factor Correction (APFC) SystemSupply, Installation, testing and commissioning ofAutomatic Power Factor Correction (APFC) panel,indoor type floor mounted free standing totallyenclosed, extendable, IP 42, of following capacity for3 phase, 415 V + 10 50 Hz AC System forAmbient temperature -5C to +40C, fabricated incompartmentalised designed made of CRCA sheetsteel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing completewith 9 tank process for powder coated of approvedshade ( RAL 7032-Siemens Gray or as approved byEngineer- in-Charge), having front section (switch gearand control accessories) and rear section capacitorand reactor, front and rear access, having suitablecurrent carrying capacity, extensible TPN Aluminiumalloy bus bar of high conductivity, DMC/SMC bus barsupports, bottom base channel of MS Section,fabrication shall be done in transportable section,entire panel shall have common copper earth bar ofminimum size of 25mm x 5mm with 2 nos. earthstuds, the earth terminals provided on the body ofcapacitor bank shall also be bonded to the maincapacitor panel earth bus with 2 nos. 8 SWG or 6SWG GI earth wires/ equivalent size of copperconductor cable, forced ventilation for maintainingtemperature rise not more than 5C from ambient,interconnections, connections with 14 detuned reactor and heavy duty 525 V ISI marked ImpregnatedMPP(Metalized Polypropylene) Capacitor (IS 13340Part -1 & 2) APFC Panel shall be in compliance withIS :16636 & CPWD Specifications etc. as per below details. (A) IncomersSuitable capacity MCCB Microprocessor base withO/C, S/C, E/L release of TPN 50KA breaking capacity(Ics=Icu), ON, OFF, Trip, R, Y, B - LED IndicatingLamp set along with required Instruments andaccessories with extended rotary handle and doorinterlocking arrangement. Current rating of the184DELHI SCHEDULE OF RATES (E&M)-2025Incomer in ampere shall be APFC Panel rating inKVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessorrelay/controller , advance 8/12 stages (8 stages forcapacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMPport open protocol for BMS integration as perapproved by Engineering in charge and havingdisplay of Phase wise V, A, PF, Cos-Phi, Kw, KVA,KVAR, THD-V , THD-I, harmonics up to 31 level. 3nos of dual core CT's accuracy class 1, 15VA atincomer of PCC Panelfor APFC relay. Auto Manual Selector switch, auxiliary contactorswith timer for delay in manual mode.Digital Multi function meter with LED Display for V,A, PF, KW, KVA, KVAR, THD-V & I, Frequency.Suitable rating control transformer shall be providedfor control and indication circuit. All components like control transformer, meter, relayand indicating lamp shall be protected by usingsuitable rating individual MCB's.Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulatedmulti stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolyticgrade Aluminium bus bar of capacity 1.25 times ofincomer rating as per CPWD specification. Outgoings (APFC Section) Selection of thecapacitors combinations shall be for continuousrating and each capacitor bank shall have suitablecapacity Heavy Duty ISI Marked Capacitor, capacitorduty contactor,the capacitor shall be mounted onchannel with base of perforated M SPowder coatedsheet, connections inter connections etc. and otherfeatures as per CPWD Specifications and relevant ISCode having following: Capacitor bank ratings & stages shall be as per thetechnical specifications sheet of NIT. Capacitor will be MPP self healing type withdischarge resistor,pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higherKVAR has to be considered to get rated output at 415Volts. 50 KVAR185DELHI SCHEDULE OF RATES (E&M)-2025(iv) 14 Detuned Reactor of class H insulation &150 linearity in se Each 2 219906 439812.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 439,812.00 0.00 0.00 0.00 0.00 2.00 439,812.00 439,812.00 0.00
Electrical 2- Column and dome electrification
4 Item 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c Km 0.1 141842 14184.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 14,184.20 0.10 14,184.20 14,184.20 0.00
5 Item 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 0.15 121417 18212.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 18,212.55 0.15 18,212.55 18,212.55 0.00
Electrical 3 - LV Works
28 40.6 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features Each 28.00 12,525.00 350700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 350,700.00 0.00 0.00 0.00 28.00 350,700.00 350,700.00 0.00
29 40.9.3 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features Each 2.00 107,974.00 215948.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 215,948.00 0.00 0.00 0.00 2.00 215,948.00 215,948.00 0.00
30 40.11.2 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned Each 6.00 82,600.00 495600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 495,600.00 0.00 0.00 0.00 6.00 495,600.00 495,600.00 0.00
31 40.12 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) Each 6.00 20,119.00 120714.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 120,714.00 0.00 0.00 0.00 6.00 120,714.00 120,714.00 0.00
Electrical 4 - Lightning Mast
1 9.3.1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Each 21.00 518.00 10878.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 10,878.00 21.00 10,878.00 10,878.00 0.00
2 9.3.2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 21.00 113.00 2373.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 2,373.00 21.00 2,373.00 2,373.00 0.00
3 12.57 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent No 63.00 4,256.00 268128.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.00 268,128.00 63.00 268,128.00 268,128.00 0.00
4 12.58.2 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent m 840.00 82.00 68880.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 840.00 68,880.00 840.00 68,880.00 68,880.00 0.00
Electrical 5 - Telephone and CCTV
1 MR-1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 200.00 820.00 164000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 164,000.00 0.00 0.00 200.00 164,000.00 164,000.00 0.00
2 MR-2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 52.00 700.00 36400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.00 36,400.00 0.00 0.00 52.00 36,400.00 36,400.00 0.00
3 MR-3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 40.00 850.00 34000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 34,000.00 0.00 0.00 40.00 34,000.00 34,000.00 0.00
4 MR-4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 48.00 2,200.00 105600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.00 105,600.00 0.00 0.00 48.00 105,600.00 105,600.00 0.00
5 MR-5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 4.00 67,000.00 268000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 268,000.00 0.00 0.00 4.00 268,000.00 268,000.00 0.00
6 MR-6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2.00 52,000.00 104000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 104,000.00 0.00 0.00 2.00 104,000.00 104,000.00 0.00
7 MR-7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1.00 130,000.00 130000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 130,000.00 0.00 0.00 1.00 130,000.00 130,000.00 0.00
8 MR-8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 450,000.00 450000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 450,000.00 0.00 0.00 1.00 450,000.00 450,000.00 0.00
9 MR-9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 1.00 4,850.00 4850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 4,850.00 0.00 0.00 1.00 4,850.00 4,850.00 0.00
10 MR-10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125micro meter. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 300.00 112.00 33600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 33,600.00 0.00 0.00 300.00 33,600.00 33,600.00 0.00
11 MR-11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 micrometer (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 50.00 278.00 13900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 13,900.00 0.00 0.00 50.00 13,900.00 13,900.00 0.00
12 MR-12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /Derwiser/ Rit. Each 2.00 17,000.00 34000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 34,000.00 0.00 0.00 2.00 34,000.00 34,000.00 0.00
13 MR-13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 1.00 28,500.00 28500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 28,500.00 0.00 0.00 1.00 28,500.00 28,500.00 0.00
14 MR-14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 24.00 2,400.00 57600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 57,600.00 0.00 0.00 24.00 57,600.00 57,600.00 0.00
15 MR-15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 17,000.00 17000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 17,000.00 0.00 0.00 1.00 17,000.00 17,000.00 0.00
16 MR-16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 354.00 200.00 70800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 354.00 70,800.00 0.00 0.00 354.00 70,800.00 70,800.00 0.00
20 MR-20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 1.00 97,337.00 97337.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 97,337.00 0.00 0.00 1.00 97,337.00 97,337.00 0.00
21 MR-21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. Mtr 80.00 733.00 58640.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.00 58,640.00 0.00 0.00 80.00 58,640.00 58,640.00 0.00
Electrical 6 - Lifts
Electrical for Borewell
1 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2). Upto 12.5 HP (5.2.1) Each 2.00 7,455.00 14910.00 0.00 0.00 2.00 14,910.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 14,910.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,910.00 0.00
2 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 247800.00 0.00 0.00 600.00 247,800.00 0.00 0.00 0.00 0.00 0.00 0.00 600.00 247,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 247,800.00 0.00
3 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) Km 0.12 139,549.00 16745.88 0.00 0.00 0.12 16,745.88 0.00 0.00 0.00 0.00 0.00 0.00 0.12 16,745.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,745.88 0.00
4 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) Km 0.12 20,886.00 2506.32 0.00 0.00 0.12 2,506.32 0.00 0.00 0.00 0.00 0.00 0.00 0.12 2,506.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,506.32 0.00
5 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 73548.00 0.00 0.00 162.00 73,548.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 73,548.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,548.00 0.00
6 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 25920.00 0.00 0.00 162.00 25,920.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 25,920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,920.00 0.00
7 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 5424.00 0.00 0.00 6.00 5,424.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 5,424.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,424.00 0.00
8 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. Kvar 10.00 480.00 4800.00 0.00 0.00 10.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,800.00 0.00
9 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 482.00 0.00 0.00 2.00 482.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 482.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.00 0.00
10 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete50mm OD Mtr 200.00 101.00 20200.00 0.00 0.00 200.00 20,200.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 20,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20,200.00 0.00
11 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 652.26 0.00 0.00 2.00 652.26 0.00 0.00 0.00 0.00 0.00 0.00 2.00 652.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 652.26 0.00
13 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 8688.00 0.00 0.00 4.00 8,688.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 8,688.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,688.00 0.00
Special ornamental finish Work for RCC columns
1 7.38.1.2, CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm 1,371.31 2,904.77 3983340.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 685.66 1,991,670.07 685.66 1,991,670.07 1,371.31 3,983,340.15 3,983,340.15 0.00
2 8.20.1, CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut Sqm 317.60 3,047.78 967974.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 317.60 967,974.93 317.60 967,974.93 967,974.93 0.00
Mile Stone Amount Per Day(0.1% of Mile stone Amt Rounded to Nearest Rs.100 ) 22200.00 28800.00
1 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Basement floor ) 28847355.57
2 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Ground floor ) 22867211.01
3 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of First floor ) 16463033.69
4 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Terrace floor ) 3326779.99
5 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Water Supply & Sanitary works) 1628641.00
6 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Sump water tank, SepticTank and Soak Pits) 784939.30
7 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (SINKING OF BOREWELL) 201278.00
8 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (PUMPING MACHINARY ) 454404.00
9 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Rain Water Harvesting) 477570.14
10 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Internal drive ways and parking area inside the premises ) 3887333.07
11 Buildings PART - I INTERNAL ELECTRICAL (PART A : INTERNAL ELECTRICAL and ELECTRICAL FIXTURES for CHANNAMA SABHA BHAVANA) BASEMENT GF + FF) 2621036.15
12 Buildings PART - I INTERNAL ELECTRICAL (PART B : LT MAIN PANEL & SUB PANEL & CABLCHANNAMA SABHA BHAVANA BASEMENT GF + FFE) 266606.00
13 Buildings PART - I INTERNAL ELECTRICAL (PART C: PROVIDING OUT DOOR LIGHT POLES IN THE PREMISES OF CHANNAMA SABHA BHAVANA ) 924467.78
14 Buildings PART - I INTERNAL ELECTRICAL (PART D : PROVIDING 62.5KVA / 50KWatt DIESEL GENERATOR SET FOR PROPOSED OFCHANNAMA SABHA BHAVANA KITTUR TALUK OF BELGAVI DISTRICT) 806252.25
15 Buildings PART-II EXTERNAL ELECTRIFICATION (PART A : PROVIDING 2 POLE STRUTURE AT THE TAPPING POINT USING 9METRS RCC POLES) 84751.00
16 Buildings PART-II EXTERNAL ELECTRIFICATION(PART B : EXTERNAL OF 11KV LINE FORM EXTERNAL FEEDER) 92939.00
17 Buildings PART-II EXTERNAL ELECTRIFICATION (PART C : ERECTION OF 100KVA TRANSFORMER ) 334077.90
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Name of the Work : CONSTRUCTION OF PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA BUILDING AT BELAGAVI DISTRICT ( WI-PWD/2025-26/WORK_INDENT31327 )
sub- estimate 1: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Basement floor )
1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 1.12 Cum 693.90 65.00 45103.50 View LBD
2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 6591.73 73.00 481196.03 View LBD
3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. 4.1 Sqm 2057.26 95.00 195439.70 View LBD
4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 685.64 1593.00 1092229.30 View LBD
5 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 395.59 5554.00 2197105.75 View LBD
6 2.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 654.51 5979.00 3913297.35 View LBD
7 FORMWORK FOR FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 422.84 478.32 202250.92 View LBD
8 FORMWORK FOR COMBINED FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 231.67 179.37 41554.83 View LBD
9 2.3.2 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.3.2 Cum 116.46 5982.00 696671.50 View LBD
10 "FORMWORK FOR RC WAL: Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" 2.3.2 Cum 116.46 1196.40 139334.30 View LBD
11 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 14.96 5992.00 89620.55 View LBD
12 FORMWORK FOR COLUMN FROM FOOTING TO PLINTH TOP: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 14.96 599.20 8962.05 View LBD
13 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 64.44 5992.00 386098.71 View LBD
14 FORMWORK FOR PLINTH BEAM: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 64.44 1198.40 77219.74 View LBD
15 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 62.70 5992.00 375713.98 View LBD
16 FORMWORK FOR COLUMN FROM PLINTH TOP TO BASEMENT SLAB: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 62.70 599.20 37571.40 View LBD
17 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 115.56 5992.00 692439.12 View LBD
18 FORMWORK FOR LINTEL,BASEMENT SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 115.56 1198.40 138487.82 View LBD
19 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3 Cum 244.01 5992.00 1462110.92 View LBD
20 FORMWORK FOR BASEMENT SLAB : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 244.01 1198.40 292422.18 View LBD
21 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.4.3 Cum 8.76 5992.00 52515.09 View LBD
22 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 8.78 1198.40 10517.04 View LBD
23 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation 1.8 Cum 1507.23 402.00 605905.37 View LBD
24 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 100609.46 96.00 9658508.16 View LBD
25 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 1.35 5728.00 7707.60 View LBD
26 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 34.49 6690.00 230754.82 View LBD
27 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 966.36 147.00 142054.48 View LBD
28 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 39.01 7240.00 282432.40 View LBD
29 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 259.39 307.00 79632.55 View LBD
30 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 1496.51 213.00 318755.65 View LBD
31 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3436.97 83.00 285268.32 View LBD
32 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 1096.46 2395.00 2626027.21 View LBD
33 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 66.35 3444.00 228494.94 View LBD
34 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 177.44 762.00 135212.79 View LBD
35 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 115.31 974.00 112314.47 View LBD
36 9.6.2 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement 9.6.2 Sqm 63.06 590.00 37202.57 View LBD
37 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 3436.97 62.00 213092.02 View LBD
38 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 882.22 136.00 119981.73 View LBD
39 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 39.01 90.00 3510.90 View LBD
40 "12.10 Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications." 12.1 Cum 0.41 235649.00 97700.08 View LBD
41 "12.14 Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)" 12.14 Sqm 14.70 9334.00 137209.80 View LBD
42 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.44 61603.00 27240.85 View LBD
43 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 14.70 5074.00 74587.80 View LBD
44 8.77 Melamine polishing on wood work (one coat) including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.77 Sqm 38.22 88.00 3363.36 View LBD
45 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 38.22 41.00 1567.02 View LBD
46 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 38.22 132.00 5045.04 View LBD
47 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 8.00 1481.00 11848.00 View LBD
48 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 208.08 500.00 104040.00 View LBD
49 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 12.69.20 Nos 64.00 189.00 12096.00 View LBD
50 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A21 I.No 285 ) 285 Nos 64.00 32.00 2048.00 View LBD
51 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 12.73.1 Nos 16.00 30.00 480.00 View LBD
52 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 12.6 Nos 16.00 832.00 13312.00 View LBD
53 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 8.00 111.00 888.00 View LBD
54 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding (Material Components P.No - A28 I.No 548) 548 Nos 600.00 6.00 3600.00 View LBD
55 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 833.77 745.00 621161.85 View LBD
56 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 11.6.1 Sqm 6.55 2510.00 16450.04 View LBD
Sub Estimate 2: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Ground floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 51.20 6186.00 316704.64 View LBD
2 FORMWORK FOR COLUMN : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 51.20 618.60 31670.46 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 98.56 6186.00 609721.23 View LBD
4 FORMWORK FOR LINTEL & SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 98.56 1237.20 121944.25 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 194.09 6186.00 1200662.39 View LBD
6 FORMWORK FOR GROUND SLAB: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 194.09 1237.20 240132.48 View LBD
7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 29.08 6186.00 179860.42 View LBD
8 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 29.08 1237.20 35972.08 View LBD
9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 3.10 6186.00 19180.93 View LBD
10 FORMWORK FOR CHAJJA: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 3.10 2783.70 8631.42 View LBD
11 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 52967.11 96.00 5084842.56 View LBD
12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 25.50 5728.00 146054.26 View LBD
13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 222.38 6690.00 1487730.90 View LBD
14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.15 Sqm 125.76 866.00 108905.30 View LBD
15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 1883.49 147.00 276873.03 View LBD
16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 89.69 7240.00 649355.60 View LBD
17 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 761.42 307.00 233755.39 View LBD
18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 1876.03 213.00 399595.11 View LBD
19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3369.92 83.00 279702.97 View LBD
20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 9.21.2 Sqm 60.18 1148.00 69081.13 View LBD
21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 1671.22 2395.00 4002574.30 View LBD
22 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 11.93 3452.00 41167.86 View LBD
23 "10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth." 10.8 Sqm 4.50 1612.00 7254.00 View LBD
24 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 106.86 762.00 81429.99 View LBD
25 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 411.56 1963.00 807892.28 View LBD
26 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 2293.35 62.00 142187.51 View LBD
27 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 1070.15 208.00 222590.83 View LBD
28 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 89.69 90.00 8072.10 View LBD
29 "12.10 Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications." 12.1 Cum 1.08 235649.00 254312.40 View LBD
30 "12.14 Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)" 12.14 Sqm 39.20 9334.00 365892.80 View LBD
31 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.40 61603.00 24813.69 View LBD
32 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 13.76 5074.00 69818.24 View LBD
33 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 12.83.2 M 72.00 229.00 16488.00 View LBD
34 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 12.52 Sqm 21.93 287.00 6293.91 View LBD
35 8.77 Melamine polishing on wood work (one coat) including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.77 Sqm 101.92 88.00 8968.96 View LBD
36 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 35.78 41.00 1466.82 View LBD
37 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 35.78 132.00 4722.43 View LBD
38 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 14.00 1481.00 20734.00 View LBD
39 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 476.76 500.00 238380.00 View LBD
40 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 203.35 1175.00 238934.37 View LBD
41 "12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm" 12.69.20 Nos 112.00 189.00 21168.00 View LBD
42 Providing and fixing Hold fasts M.S. for doors etc complete( Material Components P.No -A21 I.No 285 ) 285 Nos 112.00 32.00 3584.00 View LBD
43 "12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm" 12.73.1 Nos 28.00 30.00 840.00 View LBD
44 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 12.6 Nos 28.00 832.00 23296.00 View LBD
45 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 28.00 111.00 3108.00 View LBD
46 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos 800.00 6.00 4800.00 View LBD
47 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 166.69 745.00 124186.66 View LBD
48 "7.51 Providing and supplying 'Acoustical Wall Paneling' with square edges made of fibre glass substrate 25mm thick and wrapped on the front side with an acoustically transparent and classified for Fire reaction Class A, as per ASTM E-84, fabric with option of colors - as per the choice of the Architect/Engineer incharge of the size 600x600mm, 600x1200mm & 600x1800mm providing a minimum sound absorption level of 0.85 NRC to be affixed to wall using Wall panel lmpaler sand construction adhesives as per the instructions laid down by the certified manufacturer." 7.51 Sqm 655.39 4333.00 2839797.94 View LBD
49 "7.53 Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System in module size of 600 x 600 x 20mm with Exposed Grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.7, Light Reflectance 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 I Class 1 (BS 476 pt- 6 & 7)with sand texture finish andsuitable for Green Building application with Recycled content of 47%. The tile shall be laid on 24 mm wide T- section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 &pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with Suspension system." 7.53 Sqm 421.20 1708.00 719406.53 View LBD
50 4.2 401B (V) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 complete as per clause 401. For Grading -V Material 4.2 401B (V) Cum 85.89 2234.00 191869.55 View LBD
51 9.32 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30 Mpa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. 9.32 Sqm 572.57 1145.00 655597.23 View LBD
52 7.18 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. 7.18 Cum 106.69 2017.00 215186.07 View LBD
Sub- Estimate 3: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of First floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 48.01 6247.86 299939.77 View LBD
2 FORMWORK FOR COLUMN FROM Ground Floor slab to First Floor Slab: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 48.01 624.79 29994.17 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 84.05 6247.86 525114.51 View LBD
4 FORMWORK FOR LINTEL,FIRST FLOOR SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 84.05 1249.57 105022.73 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 162.18 6247.86 1013299.18 View LBD
6 FORMWORK FOR FIRST FLOOR SLAB: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 162.18 1249.57 202659.51 View LBD
7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 4.39 6247.86 27415.61 View LBD
8 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 4.39 1249.57 5483.11 View LBD
9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 4.12 6247.86 25716.19 View LBD
10 FORMWORK FOR CHAJJA: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 4.12 2811.54 11572.30 View LBD
11 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 39380.99 96.96 3818380.50 View LBD
12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 8.41 5785.28 48670.40 View LBD
13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaFBolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 203.33 6756.90 1373853.45 View LBD
14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaFBolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.15 Sqm 279.21 874.66 244209.80 View LBD
15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs. 2021.25 148.47 300094.99 View LBD
16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 96.25 7312.40 703818.50 View LBD
17 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding oFB corners wherever required smooth rendering, providing and removing scaFBolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 567.83 310.07 176068.47 View LBD
18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding oFB corners wherever required smooth rendering, providing and removing scaFBolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 2563.45 215.13 551475.82 View LBD
19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3160.31 83.83 264928.50 View LBD
20 9.21.2 Providing and laying Vitrified tiles in floor with diFBerent sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 9.21.2 Sqm 580.81 1159.48 673438.27 View LBD
21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 408.51 2418.95 988154.62 View LBD
22 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 8.09 3478.44 28154.49 View LBD
23 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 138.52 769.62 106611.61 View LBD
24 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 604.18 983.74 594351.11 View LBD
25 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 3160.31 62.62 197898.40 View LBD
26 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 855.74 210.08 179774.68 View LBD
27 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 96.25 90.90 8749.12 View LBD
28 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 1.05 62219.03 65603.75 View LBD
29 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 47.30 4601.56 217653.79 View LBD
30 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 12.83.2 M 180.00 231.29 41632.20 View LBD
31 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 12.53 Sqm 54.82 289.87 15892.12 View LBD
32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 122.98 41.41 5092.60 View LBD
33 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 122.98 133.32 16395.69 View LBD
34 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 18.00 1495.81 26924.58 View LBD
35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 762.07 505.00 384843.33 View LBD
36 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 59.52 1186.75 70635.36 View LBD
37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 12.69.20 Nos 72.00 189.00 13608.00 View LBD
38 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 285 Nos 108.00 32.00 3456.00 View LBD
39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 12.73.1 Nos 36.00 30.00 1080.00 View LBD
40 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) 134 Nos 36.00 832.00 29952.00 View LBD
41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 36.00 111.00 3996.00 View LBD
42 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos 800.00 6.00 4800.00 View LBD
43 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 11.16.2 Kgs 16000.00 137.36 2197760.00 View LBD
44 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 7.1.1 Sqm 893.25 802.95 717235.09 View LBD
45 7.6 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²) 7.6 M 71.46 529.24 37819.49 View LBD
46 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 137.96 752.45 103804.24 View LBD
Sub- Estimate 4: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Terrace floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 16.36 6309.72 103244.69 View LBD
2 FORMWORK FOR COLUMN: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 16.36 630.97 10324.44 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 24.90 6309.72 157109.50 View LBD
4 FORMWORK FOR LINTEL,SLAB BEAM,SLAB : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 24.90 1261.94 31421.80 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 0.42 6309.72 2634.94 View LBD
6 FORMWORK FOR CHAJJA:Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 0.42 2839.37 1185.72 View LBD
7 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs. 7647.06 97.92 748800.60 View LBD
8 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 6.32 5842.56 36915.05 View LBD
9 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scafolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 69.40 6823.80 473553.30 View LBD
10 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 690.93 313.14 216358.63 View LBD
11 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 126.51 217.26 27485.35 View LBD
12 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 318.36 84.66 26952.51 View LBD
13 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 318.36 63.24 20133.20 View LBD
14 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 895.49 212.16 189987.84 View LBD
15 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 1378.01 759.90 1047149.57 View LBD
16 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 145.15 149.94 21764.09 View LBD
17 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 6.91 7384.80 51043.74 View LBD
18 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.11 62835.06 7062.66 View LBD
19 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 4.30 5175.48 22254.56 View LBD
20 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 11.18 41.82 467.55 View LBD
21 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 11.18 134.64 1505.28 View LBD
22 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 2.00 1510.62 3021.24 View LBD
23 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 76.27 1198.50 91406.24 View LBD
24 "12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm" 12.69.20 Nos 12.00 189.00 2268.00 View LBD
25 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 285 Nos, 12.00 32.00 384.00 View LBD
26 "12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm" 12.73.1 Nos 4.00 30.00 120.00 View LBD
27 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) 134 Nos 4.00 832.00 3328.00 View LBD
28 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 4.00 111.00 444.00 View LBD
29 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos. 300.00 6.00 1800.00 View LBD
30 245 Providing Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Between Terrace And Truss at Terrace 245 Sqm 106.61 250.00 26653.50 View LBD
Sub- Estimate 5: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Water Supply & Sanitary works)
1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m 1176 M 640.00 23.00 14720.00 View LBD
2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m 1178 M 300.00 33.00 9900.00 View LBD
3 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199A PPR Double Union Ball Valve 20mm B199A Nos 20.00 789.00 15780.00 View LBD
4 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199B PPR Double Union Ball Valve 25mm B199B Nos 40.00 1076.00 43040.00 View LBD
5 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199C PPR Double Union Ball Valve 32mm B199C Nos 20.00 1784.00 35680.00 View LBD
6 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B195B PPR Male Threaded Elbow 20X1/2mm B195B Nos 50.00 82.00 4100.00 View LBD
7 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022)-B195C PPR Male Threaded Elbow 25X1/2mm B195C Nos 100.00 98.00 9800.00 View LBD
8 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B195E PPR Male Threaded Elbow 32X1/2mm B195E Nos 60.00 130.00 7800.00 View LBD
9 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194B PPR Female Threaded Elbow 20X1/2mm B194B Nos 50.00 56.00 2800.00 View LBD
10 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194C PPR Female Threaded Elbow 25X1/2mm B194C Nos 100.00 70.00 7000.00 View LBD
11 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194E PPR Female Threaded Elbow 32X1/2mm B194E Nos 60.00 112.00 6720.00 View LBD
12 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193B PPR Male Threaded TEE 20X1/2mm B193B Nos 50.00 92.00 4600.00 View LBD
13 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193C PPR Male Threaded TEE 25X1/2mm B193C Nos 100.00 102.00 10200.00 View LBD
14 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193E PPR Male Threaded TEE 32X1/2mm B193E Nos 50.00 149.00 7450.00 View LBD
15 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) " -B192B PPR Female Threaded TEE 20X1/2mm B192B Nos 50.00 60.00 3000.00 View LBD
16 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) "-B192C PPR Female Threaded TEE 25X1/2mm B192C Nos 100.00 74.00 7400.00 View LBD
17 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) "-B192E PPR Female Threaded TEE 32X1/2mm B192E Nos 50.00 119.00 5950.00 View LBD
18 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.34 Ltr 16000.00 8.00 128000.00 View LBD
19 "13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL" 13.6.4.1 Nos 40.00 1086.00 43440.00 View LBD
20 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore 13.3.1 Nos 64.00 326.00 20864.00 View LBD
21 "13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore" 13.6.2.2 Nos 30.00 735.00 22050.00 View LBD
22 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 1.6.1 Cum 67.50 470.00 31725.00 View LBD
23 "1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m " 1161 Mtr 400.00 381.00 152400.00 View LBD
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 14.3.1 Nos 34.00 5005.00 170170.00 View LBD
25 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 14.7.3 Nos 64.00 2529.00 161856.00 View LBD
26 "14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern" 14.4.1 Nos 8.00 3536.00 28288.00 View LBD
27 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 14.31 Nos 33.00 971.00 32043.00 View LBD
28 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 14.40.2 Nos 33.00 380.00 12540.00 View LBD
29 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 13.46 Each 65.00 475.00 30875.00 View LBD
30 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490. K030 D M 414.00 490.00 202860.00 View LBD
31 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover T-130A Nos 15.00 4374.00 65610.00 View LBD
32 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. T-130C Nos 10.00 3864.00 38640.00 View LBD
33 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.31.2 M 360.00 239.00 86040.00 View LBD
34 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.31.3 M 280.00 316.00 88480.00 View LBD
35 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m 1171 M 230.00 255.00 58650.00 View LBD
36 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m 1204 M 230.00 159.00 36570.00 View LBD
37 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments -7.6 M100F 75 mm dia PVC Elbows 7.6 M100F Each 45.00 200.00 9000.00 View LBD
38 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments -7.8 M100H 110 mm dia PVC Elbows 7.8M100H Each 40.00 315.00 12600.00 View LBD
Sub- Estimate 6: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Sump water tank, SepticTank and Soak Pits)
1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 104.04 73.00 7594.92 View LBD
2 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 9.78 1593.00 15573.17 View LBD
3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 7.80 5554.00 43337.86 View LBD
4 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.2 Cum 1.66 6696.00 11088.58 View LBD
5 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.2.2 Sqm 117.32 230.00 26983.60 View LBD
6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 8.12 Kgs 117.32 51.00 5983.32 View LBD
7 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.11 Sqm 117.32 49.00 5748.68 View LBD
8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 27.97 6182.00 172904.36 View LBD
9 FORMWORK FOR Sump & Septic Tank: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 27.97 1236.40 34580.87 View LBD
10 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 4074.78 96.00 391179.26 View LBD
11 V010C Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. V010C Each 4.00 1887.00 7548.00 View LBD
12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.6 Sqm 116.40 455.00 52962.00 View LBD
13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 17.1 Cum 4.00 666.67 2666.68 View LBD
14 40 mm down size A-38 (volume 1) A-38 Cum 2.00 1250.00 2500.00 View LBD
15 20 mm down size A-38 (volume 1) A-38 Cum 2.00 1350.00 2700.00 View LBD
16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 17.3 Cum 4.00 397.00 1588.00 View LBD
Sub- Estimate 7: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (SINKING OF BOREWELL)
1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete )(RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) (0-50mtrs Borewell depth of 0 to 50 m) 0010A Mtrs. 50.00 347.00 17350.00 View LBD
2 -do- (50-100mtrs Borewell depth of50 to 100 m) 0010B Mtrs. 50.00 442.00 22100.00 View LBD
3 -do- (100-150mtrs Borewell depth of 100 to150 m) 0010C Mtrs. 50.00 456.00 22800.00 View LBD
4 -do- (150-200mtrs Borewell depth of 150 to 200 m) 0010D Mtrs. 50.00 536.00 26800.00 View LBD
5 -do- (200-250 Borewell depth of 0 to 50 m) 0010E Mtrs. 50.00 634.00 31700.00 View LBD
6 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or(RWS -V SR 2021-22 I.No-0040A PAGE NO-152 ) 0040A Each 2.00 5141.00 10282.00 View LBD
7 Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables.((RWS -V SR 2021-22 I.No-0040A PAGE NO-151 ) 0040A Sqm 2.00 15636.00 31272.00 View LBD
8 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socke conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(RWS -V SR 2021-22 I.No-0160A PAGE NO-154 ) 0160A No 20.00 1933.00 38660.00 View LBD
9 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (RWS -V SR 2021-22 I.No-0170A PAGE NO-154 ) 0170A No 1.00 150.00 150.00 View LBD
10 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ((RWS -V SR 2021-22 I.No-0180A PAGE NO-155 ) 0180A No 1.00 164.00 164.00 View LBD
Sub- Estimate 8: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (PUMPING MACHINARY )
1 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For7.5 HP (RWS SR - V 2021-22, Page No- 160 , I.No-15.7 P150G )-7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00†P150G Each 2 44012.00 88024.00 View LBD
2 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.(RWS - V SR 2021-22,Page No-162 I.No- 22.4 ,P230D ) -1x3x6 m2 P230D Mtr 350 210.00 73500.00 View LBD
3 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.(RWS - V SR 2021-22,Page No-161 I.No-P240A ) -63 mm P240A Nos 2 450.00 900.00 View LBD
4 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -Size 65 mm P250B Nos 4 1550.00 6200.00 View LBD
5 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -Size 65 mm P260B Nos 2 1490.00 2980.00 View LBD
6 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump:1 No MCB1No. DOL of S/D Starter suitable for respective HP1No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL-Direct Online Starter 2) S-D- Star Delta Starter(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -6 to 15 HP pumps P270B Rmtr 1 14250.00 14250.00 View LBD
7 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RWS -VSR 2021-22 , Page No-162I.No-P250 B ) P290A kvar 3 550.00 1650.00 View LBD
8 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) P300A Per 3 Poles 2 1250.00 2500.00 View LBD
9 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)(RWS -VSR 2021-22 , Page No-163 ,I.No-P310A ) -65MM P310B Each 2 3575.00 7150.00 View LBD
10 Supply and delivery at site 50mm(2â€) dia heavy duty unplasticized PVC Column pipes with heavy duty collars, rubber profile ring,vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RWS -VSR 2021-22 , Page No-163A , I.No-P320A ) P320A Mtr 350 575.00 201250.00 View LBD
11 Supply and delivery at site 50mm(2â€) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets (RWS -VSR 2021-22 , Page No-163A. I.No-P250 B ) P250 B Set 2 1650.00 3300.00 View LBD
12 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (RWS -VSR 2021-22 , Page No-163 .I.No-P360A ) P360A Job 2 6150.00 12300.00 View LBD
13 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.. (RWS -V.SR 2021-22, Page No-163 I.No-p370A) p370A Job 2 1250.00 2500.00 View LBD
14 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.(RWS -V.SR 2021-22, Page No-163 I.No-P380A) P380A Job 2 1350.00 2700.00 View LBD
15 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. . (RWS BGM circle SR 2019-20 I.No-12.12) -3½ x 10 sqmm P390B Rmtr 80 195.00 15600.00 View LBD
16 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RWS -V.SR 2021-22, Page No-163 I.No-p400a) p400a Mtr 80 135.00 10800.00 View LBD
17 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RWS -V.SR 2021-22, Page No-164 I.No-p410a) -3½x10 Sqm P420B Each 2 650.00 1300.00 View LBD
18 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RWS -V.SR 2021-22, Page No-164 I.No-p430a) p430a Job 2 3750.00 7500.00 View LBD
Sub- Estimate 9: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Rain Water Harvesting)
1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 44.08 73 3217.84 View LBD
2 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 4.41 1593 7021.94 View LBD
3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 3.31 5554 18361.52 View LBD
4 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.2.2 Sqm 47 230 10810 View LBD
5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 8.12 Kgs 47 51 2397 View LBD
6 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.11 Sqm 47 49 2303 View LBD
7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 11.67 6182 72168.67 View LBD
8 FORMWORK FOR Sump & Septic Tank: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 11.67 1236.4 14433.73 View LBD
9 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 2030.97 96 194973.31 View LBD
10 V010C Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. V010C Each 2 1887 3774 View LBD
11 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.6 Sqm 64 455 29120 View LBD
12 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia 1 K010 K040D M 218.73 544 118989.12 View LBD
Sub- Estimate 10: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Internal drive ways and parking area inside the premises )
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle 2.5(II)a Ha 0.15 158044.00 23074.42 View LBD
2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. 3.7 Cum 546.30 87.00 47528.10 View LBD
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. 1.8 Cum 979.20 402.00 393638.40 View LBD
4 Construction of sub-grade and earthen shoulders with appro ved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 3.6 Cum 747.00 413.00 308511.00 View LBD
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(B) For Grading -V Material 4.1 B (V) Cum 249.00 2234.00 556266.00 View LBD
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4.27 A Cum 99.75 2394.00 238801.50 View LBD
7 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. 20.29 Cum 199.50 6512.00 1299144.00 View LBD
8 9.32 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30 Mpa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. 9.32 Sqm 731.25 1145.00 837281.25 View LBD
9 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. -750 mm dia 20.16 C M 3.60 3194.00 11498.40 View LBD
10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 20.00 5554.00 111080.00 View LBD
11 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. i) Single row for one utility service 8.29(i) M 30.00 2017.00 60510.00 View LBD
Sub- Estimate 11: PART - I INTERNAL ELECTRICAL (PART A : INTERNAL ELECTRICAL and ELECTRICAL FIXTURES for CHANNAMA SABHA BHAVANA) BASEMENT GF + FF)
1 Concealed Conduit System-Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary-19/20mm dia 2mm thick 1.2.1 Mtr 1090.00 61.00 66490.00 View LBD
2 Concealed Conduit System-Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary -do- 25mm dia 2mm thick 1.2.2 Mtr 1355.00 70.00 94850.00 View LBD
3 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.-19/20 dia 2mm thick 1.3.1 Mtr 594.00 75.00 44550.00 View LBD
4 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. -do-25mm dia 2mm thick 1.3.2 Mtr 676.00 80.00 54080.00 View LBD
5 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.-200x90x65mm 1.4.5 Each 14.00 169.00 2366.00 View LBD
6 Supplying and fixing PVC/metal conduit accessories. Deep junction box-19/20mm deep junction box 1.5.1 Each 380.00 49.00 18620.00 View LBD
7 Supplying and fixing PVC/metal conduit accessories. Deep junction box -25mm deep junction box 1.5.2 Each 556.00 55.00 30580.00 View LBD
8 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete -up to 50mm conduit in brick wall 1.7.1 Mtr 748.00 26.00 19448.00 View LBD
9 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete -up to 50mm conduit CC floor 1.7.2 Mtr 708.00 62.00 43896.00 View LBD
10 Point wiring using Copper wire without switch. -Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. -Short point up to 3Mtr from tapping point to out let via switch box 2.2.1 Point 135.00 276.00 37260.00 View LBD
11 -do- - Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box 2.2.2 Point 168.00 386.00 64848.00 View LBD
12 -do-Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box 2.2.3 Point 178.00 567.00 100926.00 View LBD
13 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 3.2 Each 16.00 162.00 2592.00 View LBD
14 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A.-1.5 sqmm 2.3.2 Mtr 3323.60 26.00 86413.60 View LBD
18 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 1-3Way 3.4.1 Each 80.00 123.00 9840.00 View LBD
24 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 1 to 3 Module 3.5.1 Each 80.00 152.00 12160.00 View LBD
25 -do- 4Moudule 3.5.2 Each. 25.00 175.00 4375.00 View LBD
26 -do- 6Moudule 3.5.3 Each 24.00 244.00 5856.00 View LBD
27 -do- 8Moudule 3.5.4 Each 39.00 302.00 11778.00 View LBD
28 -do- 10Moudule/ 12Moudule 3.5.5 Each 28.00 363.00 10164.00 View LBD
30 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - 6Amps one way. 3.6.1 Each 598.00 88.00 52624.00 View LBD
31 -do- 6Amps Two way. 3.6.2 Each 16.00 125.00 2000.00 View LBD
32 -do- 6Amps 3way socket. 3.6.3 Each 165.00 162.00 26730.00 View LBD
33 -do- Stepped Fan Regulator. 3.6.4 Each 82.00 313.00 25666.00 View LBD
34 -do- 16Amps one way switch 3.6.7 Each 34.00 281.00 9554.00 View LBD
35 -do- 6/16Amps universal socket 3.6.8 Each 34.00 249.00 8466.00 View LBD
36 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. -Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. 3.10.1 No 226.00 10.00 2260.00 View LBD
38 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. - 6Amps Bakelite ceiling rose 3.14.5 Each 166.00 63.00 10458.00 View LBD
39 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. - 6-32Amps SP 5.17.1 Each 42.00 523.00 21966.00 View LBD
40 -do- 6-32 Amps DP 5.17.4 Each 8.00 1103.00 8824.00 View LBD
41 -do- 40 Amps TPN 5.17.8 Each 5.00 2393.00 11965.00 View LBD
42 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. -III - Double Door -12 Way SP & N 5.18.9 Each 7.00 2067.00 14469.00 View LBD
43 -do- III - Double Door -4 Way TP & N 5.18.11 Each 5.00 3053.00 15265.00 View LBD
44 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. -32-40A 4 pole 5.19.5 Each 5.00 4677.00 23385.00 View LBD
45 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 6.00 770.00 4620.00 View LBD
46 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 6.00 660.00 3960.00 View LBD
47 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 6.00 303.00 1818.00 View LBD
48 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE-Hard Soil 1.6.2 Per pit 6.00 2267.00 13602.00 View LBD
49 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 15.00 77.85 1167.75 View LBD
50 Supplying of ..feet PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greaterthan 80. Power Input: 220-240V@ 50/60Hz & Power factor greaterthan 0.9 along with CE approved. years Warranty against any manufacturing defect working under standard electrical condition. -LED light fitting 1 x 2' - 9/10 W 11.3.1 Each 55.00 496.00 27280.00 View LBD
51 do- LED light fitting 1 x 4' - 20/22 W 11.3.2 Each 278.00 740.00 205720.00 View LBD
52 Supplying of recess mounting non integral type....LEDw luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K CRI,70%. efficacy greaterthan 100 lumen per W 120degree bean spread, life greaterthan 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greaterthan 0.95, power loss should lessthan 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. -LED modular down light 1'x1' 34-22 W 11.6.1 Each 51.00 2869.00 146319.00 View LBD
53 -do- LED modular down light 2'x2' /1'x4' 34-36 W 11.6.2 Each 30.00 5651.00 169530.00 View LBD
54 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate /clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT greaterthan 5500K, IP 66 optical and electrical ompartment & impact tesistance of complete luminaire greaterthan IK08. Power Factor greaterthan 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greaterthan 1301m/w, nominal CRI greaterthan 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should -LED Floodlight 120W 11.9.3 Each 14.00 9563.00 133882.00 View LBD
55 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, deliveringsuperior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greaterthan 5500K, IP 66 optical and electrical compartment & impact resistanceof complete luminaire greaterthan IK08. Power Factor greaterthan 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools.LED Light fixture with ..120.W System power consumption.LED Efficiency greaterthan 130lm/w, nominal CRI greaterthan 75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia /Lumileds/Osram make LED Source. -LED Streetlight 70W 11.8.3 No 9.00 5955.00 53595.00 View LBD
56 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. -12" Sweep (300 mm) 6.2.1 Each 15.00 2997.00 44955.00 View LBD
57 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. -48" Sweep (1200 mm) Regular model 6.3.1 Each 73.00 2085.00 152205.00 View LBD
58 -do-56" Sweep 5 Star (1400 mm) 6.3.2 Each 9.00 2170.00 19530.00 View LBD
59 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply. -400 mm Sweep 6.5.2 Each 13.00 2838.00 36894.00 View LBD
60 Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x40/2x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires. -Using 25mm dia G.I.Pipe 13.1.1 Each 9.00 837.00 7533.00 View LBD
61 Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires. 13.6 Each 9.00 166.00 1494.00 View LBD
62 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. -On wall/ ceiling / Rafter / Girders 13.7.1 Each 399.00 119.00 47481.00 View LBD
63 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. 13.1 Each 104.00 162.00 16848.00 View LBD
64 Extra length of GI pipe of class B 19mm dia for down rod. 13.12 Mtr 104.00 173.00 17992.00 View LBD
65 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. 13.14 Each 15.00 432.00 6480.00 View LBD
Sub- Estimate 12: PART - I INTERNAL ELECTRICAL (PART B : LT MAIN PANEL & SUB PANEL & CABLCHANNAMA SABHA BHAVANA BASEMENT GF + FFE)
1 Supplying and fixing of metal clad industrial plugs and sockets. PLUG -2pole+earth 250V -20AMPS 3.13.2 Each 2 214.00 428.00 View LBD
2 -do- SOCKET -2pole+earth 250V -20AMPS 3.13.6 Each 2 259.00 518.00 View LBD
3 Supplying of on load change over switches 4 poles, 415V, 50Hz, AC Supply with AC-23A Duty -100-125Amps 5.11.2 Each 1 7200.00 7200.00 View LBD
4 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws,bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) -FOUR POLE -125Amps 25kA. 5.14.8 Each 1 10062.00 10062.00 View LBD
5 Supplying and Fixing of shunt trip suitable for MCCB/CBCT. (pwd sr2014-15) 6.13 Each 1 1486.00 1486.00 View LBD
6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. -6-32Amps SP 5.17.1 Each 6 523.00 3138.00 View LBD
7 -do- 6-32 Amps DP 5.17.4 Each 8 1103.00 8824.00 View LBD
8 -do- 40 Amps TPN 5.17.5 Each 6 2393.00 14358.00 View LBD
9 "Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board." -32-40A 4 pole 5.19.5 Each 5 4677.00 23385.00 View LBD
10 Supplying, fixing and wiring Earth Leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/ auto /manual reset facility suitable to mount on DIN rail/flush mounting on panel board.(55/6.18) 5.21 Each 1 8016.00 8016.00 View LBD
11 Supplying, fixing and wiring rotary selector switch suitable for Ammeter. (55/6.24) 5.27 Each 1 178.00 178.00 View LBD
12 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter. (55/6.25) 5.28 Each 1 146.00 146.00 View LBD
13 Supplying, fixing and wiring 3 phase Digital Ammeter/ Voltmeter (55/6.26) 5.29 Each 2 1280.00 2560.00 View LBD
14 Supplying fixing and wiring 50/5 to 400/5 Amps 5KVA burden Current Transformer. Class 0.5 accurecy with Tape wound. (56/6.31) 5.34 Each 6 505.00 3030.00 View LBD
15 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C 50Hz 12/24v D.C. (56/6.35) 5.38 Each 3 464.00 1392.00 View LBD
16 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. 5.33 Each 1 8370.00 8370.00 View LBD
17 Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws 3.9 Sq.Cm 23100 0.26 6006.00 View LBD
18 Supplying .....amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers (56/6.39) -100Amps 4x30x6mm Alluminium Strips 5.40.1 Mtr 0.8 2214.00 1771.20 View LBD
19 -do- 250Amps 4x30x10mm Alluminium Strips 5.40.2 Mtr 1.8 3078.00 5540.40 View LBD
20 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.(56/6.40) - 50x50x6mm 5.41.2 Mtr 12 356.00 4272.00 View LBD
21 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint. -14SWG 6.41.1 Sq.Cm 56800 0.43 24424.00 View LBD
22 FSupplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :Page No - 121,VOLUME - V -HDPE Grade PE80-PN6.0, 63mm dia K010A Mtr 86 143.00 12298.00 View LBD
23 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. -1.5 sqmm 2.3.2 Mtr 20 26.00 520.00 View LBD
24 -do- 2.5 sqmm 2.3.3 Mtr 18 40.00 720.00 View LBD
25 -do-4 sqmm 2.3.4 Mtr 20 59.00 1180.00 View LBD
26 -do-6 sqmm 2.3.5 Mtr 20 87.00 1740.00 View LBD
27 -do-16 sqmm 2.3.7 Mtr 30 318.00 9540.00 View LBD
28 Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely -32mm 1.9.3 Mtr 10 41.00 410.00 View LBD
29 -do-38mm 1.9.4 Mtr 10 45.00 450.00 View LBD
30 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 6 770.00 4620.00 View LBD
31 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 6 660.00 3960.00 View LBD
32 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 6 303.00 1818.00 View LBD
33 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 6 2267.00 13602.00 View LBD
34 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 20 77.85 1557.00 View LBD
35 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 4 Core, (17 GI Strips - 4 x 0.8 mm) Par km-296715.00 / 1000 = 296.715.00 32.12 Mtr 120 296.72 35606.40 View LBD
36 Laying of cable in Existing Trench/GI pipe/ Stone Ware /RCC Hume pipe using Wooden /Aluminum Rollers as directed by the departmental staff -LT Cable -35 to 95 Sqmm PER KM RATE 23647/1000=23.647mtr 31.06 Mtr 150 23.65 3547.50 View LBD
37 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. -In Hard Soil .5x.75x150 =56cmt 29.03 CMT 56 389.00 21784.00 View LBD
38 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr 29.07 CMT 56 58.00 3248.00 View LBD
39 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. 29.15 Mtr 8 58.00 464.00 View LBD
40 GI Pipe B - Class as per IS-1239 -GI Pipe - 50 mm Dia 49.05 Mtr 8 383.00 3064.00 View LBD
41 Pipe Grounding -GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 2 770.00 1540.00 View LBD
42 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 2 660.00 1320.00 View LBD
43 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 2 303.00 606.00 View LBD
44 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 2 2267.00 4534.00 View LBD
45 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 10 77.85 778.50 View LBD
46 Brass Cable Gland -25 mm 77.01 No 4 77.00 308.00 View LBD
48 Heavy Duty Copper Terminal Long Barrel -10 Sqmm 64.01 No 84 3.00 252.00 View LBD
49 -do-16 Sqmm 64.02 No. 72 3.00 216.00 View LBD
50 -do-25 Sqmm 64.03 No. 48 4.00 192.00 View LBD
51 -do-32 Sqmm 64.04 No 48 5.00 240.00 View LBD
52 -do-50 Sqmm 63.03 No 20 60.00 1200.00 View LBD
Sub- Estimate 13: ART - I INTERNAL ELECTRICAL (PART C: PROVIDING OUT DOOR LIGHT POLES IN THE PREMISES OF CHANNAMA SABHA BHAVANA )
1 "Fabricating, supplying and erection of ... ms long Glass Reinforced Plastics (GRP) Lighting Pole or Reinforced Thermosetting Plastic Pole (FRP) Conical- Embedded Type including Double Arm Brackets having made out of Polyester Resin with Glass Fibre by CNC Machines wherein Programmable Logic Control (PLC) is used in a close loop control circuit to control machine movements. This system allows for placement of right amount of fibreglass at the right place & orientation, Non filled resin system, Available upto 2 m to 12m, having Pole thickness 6- 9 mm , Tolerance in Length+/- 40 mm . Tolerance in Thickness +/-0.5 mm ., Glass Content More than 60%m, Die Electric Strength 7.3 kV/ mm . Hence Pole does not require earthing, Specific Gravity 1.3 TO 1.95 kg/cm2, Tensile Strength 200±50 MPA, Flexural Strength 250± 50 MPA, Compressive Strength150±50 MPA, Impact Resistance 250 ± 50 KJ/M2, Water Absorption Lessthan 0.5%, Surface Colour Shade Polyurethane Paint of Shade - Aluminium, Charcoal or as per Client Requirement, Accessories(Optional) Junction Box/Side Arm/Tenon Mount Bracket, Hardware MS Zinc Passivated, Wind Load Our Pole will withstand high wind load upto50 M/S with maximum deflection of 15%. TECHNICAL DETAILS -FOUNDATION Specification: Standard Shaft Burial Depth will be as under. Also available as per Client Requirement 900 mm upto 5.5 m Pole for 1000 Series, 1200 mm upto 7 m Pole for 1000 Series 900 mm upto 5.5 m Pole for" -7 m - Top 85 mm and Bottom 176 mm dia 5 mm thickness 4.6.5 Each 10 38356.00 383560.00 View LBD
2 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and FR PVC insulation and sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A. -3C X 2.5Sq.mm 2.5.8 Mtr 30 109.00 3270.00 View LBD
3 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975 -4 core 16 sqmm 32.05 Km 0.3 183442.00 55032.60 View LBD
4 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975 -3.5 core 25 sqmm - 32.08 Km 0.1 181452.00 18145.20 View LBD
5 Earth Work excavation for cable trench of 0.5 to 0.75 Mtr ,width and Depth upto 1 Mtr including trial pits ,depositing on the bank upto a lead of 50 mtr ,supplying and displaying necessary Danger Board and Lighting , Using sight Rails and sign Boards at every 100 Mtr wherever necessary as directed -Tar Road 29.1 Cum 1.88 536.00 1005.00 View LBD
6 Earth Work excavation for cable trench of 0.5 to 0.75 Mtr ,width and Depth upto 1 Mtr including trial pits ,depositing on the bank upto a lead of 50 mtr ,supplying and displaying necessary Danger Board and Lighting , Using sight Rails and sign Boards at every 100 Mtr wherever necessary as directed --do- Cement Concrete Road 29.11 Cum 11.25 1078.00 12127.50 View LBD
7 GI Pipe B - Class as per IS-1239GI Pipe - 40 mm Dia 49.04 Mtr 50 278.00 13900.00 View LBD
8 Refilling the cable trenches with selected available earth from trenche execavation including watering ,consolidaion in Layers of 15 cms Thickeness including depositing of tehe surplus earth with alead of 200 Mtr. 29.07 CMT 138.75 58.00 8047.50 View LBD
9 Laying of cable in existing Trench /GI Pipe /stone ware Pipe /RCC Hume pipe using Wooden /Aluminum rollers as Directed by the departmental LT Cable -2.5 to 25 Sqmm 31 Km 0.4 16159.00 6463.60 View LBD
10 GI Grounding pipe, B-Class, 42mm dia, 2.5Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum weight of GI Pipe; 7.3Kg 54.01 No 3 626.00 1878.00 View LBD
11 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30Kg each 54.02 No 3 600.00 1800.00 View LBD
12 Good Quality salt for grounding purposes packed in 50Kg gunny bag 54.03 Bag 3 275.00 825.00 View LBD
13 Digging of Pit for providing GI pipe type Earthing -Hard Soil 1.6.2 Per pit 3 2267.00 6801.00 View LBD
14 Supplying and fixing Microprocessor based Electronic timer (without contactor,Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec. 5.48 Each 1 4352.00 4352.00 View LBD
15 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. -50-63Amps DP 5.17.6 Each 2 1363.00 2726.00 View LBD
16 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. -25Amps 5.13.1 Each 1 1187.00 1187.00 View LBD
17 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. (41/38) -14SWG 5.42.1 Sq.Cm 18700 0.43 8041.00 View LBD
18 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and chnicalspecifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 1.12 KPWD SR Cum 9 65.00 585.00 View LBD
19 "Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)" "-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates" 2.1.3 Cum 0.74 5554.00 4082.19 View LBD
20 "Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specificatio (including farmwork 5%for all other works added to the basic rate )" "M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" 2.2.1.1 Cum 6.86 6542.55 44881.89 View LBD
21 "Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications." 9.3 Kg 3600 96.00 345600.00 View LBD
22 Supplying, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround toa depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 -K010 B HDPE Grade PE 80-PN 6 .0 63 Mm dia 1.2 Volume -5 Rmtr 1.1 143.00 157.30 View LBD
Sub- Estimate 14: PART - I INTERNAL ELECTRICAL (PART D : PROVIDING 62.5KVA / 50KWatt DIESEL GENERATOR SET FOR PROPOSED OFCHANNAMA SABHA BHAVANA KITTUR TALUK OF BELGAVI DISTRICT)
1 DIESEL GENERATOR SET -Supplying, installing, testing and ommissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514 / ISO 3046 / ISO 8528 & IS 1002 / ISO 3046 Generator set specifications. Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor 12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade),Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation "Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation" Alternator: Alternator is suitable for operation at 1500 RPM, 415 Volts, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming toIS/IEC 60034-1. The Alternator is brushless type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have + 1.0 % Voltage regulation (max) in static conditions- IP: 23 protections with insulation class H "Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads." Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lamps for ‘Load On’ and ‘Set Running’, Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections. Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and remote start/ stop control, shutdown fault indication,and an LCD hour counter.The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight. Operator interface, Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory, Provide Alternator Data. Voltage (1 ph or 3 ph line to line and line to neutral voltage, Current (1 ph or 3 ph), kVA (3 ph and total), Frequency, Provide Engine Data, Starting battery voltage, Engine running hours, Engine Temp, Engine oil pressure, Control includes provision for Service adjustment and calibration of DG control functions, Voltage, frequency selection, Configurable input and output set up Meter calibration, Engine controls, Power Start operates on 12 VDC batteries,- Auto start mode accepts a ground signal from remote devices to automatically start the DG set The remote start will also wake up the control system from sleep mode. "Engine Starting –The control system supports automatic engine starting, Primary and back up start disconnects are achieved by battery charging alternator feedback or main alternator output frequency. Controller provide configurable time delay of 0-300 secs to start after remote start signal and time delay of 0-600secs prior to shut down after stop signal. Sleep mode increase battery life. Configurable current settings from low to minimize current draw when genset is not working. Engine Protective functions include, Configurable alarm output, Emergency stop: Annunciated whenever an emergency stop signal is received by the control. Low lube oil pressure warning and Shutdown, High engine water temp warning / Shutdown, Low coolant temp warning, Sensor failure indication, Low and high battery voltage warning, Weak battery warning, Fail to start shut down, Cracking lockout: Control will not allow the starter to engage or to crank the running engine. Cyclic cranking: Configurable for the number of starting cycle, (1 to 7) and duration of crank and rest periods. Alternator Protective functions includes, - High and Low AC voltage shut down Under and Over frequency shutdown / warning, Loss of sensing voltage input shut down." Acoustic enclosure: The acoustic enclosure shall be made of 1.6 mm thick CRCA sheets in suitable approved shade and a structural/ sheet metal base frame painted in black.The walls of the enclosure are insulated with fire retardant foam so as to comply with the 75dBA at 1 mtr sound levels specified by Ministry of Environment & Forest. The enclosure has the following features: Specially designed to meet stringent MOEF/ CPCB norms of 75dBA @ 1mtr at 75% load under free field conditions, Two point lifting for easy handling at customer site, Designed to have optimum serviceability, Air inlet louvers specially designed to operate at rated load made on special purpose CNC machines for consistency in quality and workmanship, Powder coated for long lasting service life and superior finish, With UV resistant powder coating, can withstand extreme environment, Use of special hardware for longer life, Insulation material meets exacting IS 8183 specifications for better sound attenuation, Flush styling - no projections, Fluid drains for lube oil and fuel, Fuel filling point inside the enclosure. -62.5 kVA/50kW 10.1.7 Set 1 618585.00 618585.00 View LBD
2 Supply, Erection, testing and commissioning of AMF panel suitable for .....KVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors,undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....amps 4 pole contactor for alternator with thermal O/L relay,...Amps 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer,3 impulse automatic engine start/stop logic, Mains /generator voltage, ....capacity bypass switch and frequency sensing,PCC 1301 controller with water temperature/Lube oil pressure/ engine, voltage ampere/ Frequency/ KVA,Running-hour count, No of starts, Fault indication, over /under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMf module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. -62.5KVA to 125 KVA 10.2.2 Each 1 107525.00 107525.00 View LBD
3 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 4 770.00 3080.00 View LBD
4 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 4 660.00 2640.00 View LBD
5 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 4 303.00 1212.00 View LBD
6 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 4 2267.00 9068.00 View LBD
7 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg. 15 77.85 1167.75 View LBD
8 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 -50 Sqmm, 4 Core, (17 GI Strips - 4 x 0.8 mm) Par km-296715.00 / 1000 = 296.715.00 32.12 Mtr 60 296.72 17803.20 View LBD
9 Laying of cable in Existing Trench/GI pipe/ Stone Ware /RCC Hume pipe using Wooden /Aluminum Rollers as directed by the departmental staff LT Cable 35 to 95 Sqmm PER KM RATE 23647/1000=23.647mtr 31.06 Mtr 200 23.65 4730.00 View LBD
10 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. -In Hard Soil .5x.75x180 = 67.5cmt 29.03 CMT 67.5 389.00 26257.50 View LBD
11 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 mtr 29.07 CMT 67.5 58.00 3915.00 View LBD
12 Pipe Grounding -GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 2 770.00 1540.00 View LBD
13 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 2 660.00 1320.00 View LBD
14 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 2 303.00 606.00 View LBD
15 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 2 2267.00 4534.00 View LBD
16 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg. 8 77.85 622.80 View LBD
17 Brass Cable Gland -25 mm 70.01 No 4 77.00 308.00 View LBD
19 Heavy Duty Copper Terminal Long Barrel -10 Sqmm 64.01 No 48 3.00 144.00 View LBD
20 -do-16 Sqmm 64.02 No 36 3.00 108.00 View LBD
21 -do-25 Sqmm 64.03 No 30 4.00 120.00 View LBD
22 -do-32 Sqmm 64.04 No 12 5.00 60.00 View LBD
23 -do-50 Sqmm 63.03 No 12 60.00 720.00 View LBD
Sub- Estimate 15: PART-II EXTERNAL ELECTRIFICATION (PART A : PROVIDING 2 POLE STRUTURE AT THE TAPPING POINT USING 9METRS RCC POLES)
1 DP Structure using RCC Pole - 9 Mtr Long, 145 Kg WL (Including Cost of Poles) Materials and LAbour 1 BESCOM SR 2022-23 Set 1 25483.00 25483.00 View LBD
2 DP Structure using RCC Pole - 8 Mtr Long, 115 Kg WL (Including Cost of Poles)- MAterials and Labour 2 Bescom SR Set 1 21601.00 21601.00 View LBD
3 11 kV, 45 KN Polymeric Insulator 3 BESCOm SR No 6 202.00 1212.00 View LBD
4 Guy Set Complete with No. 15 Strain Insulator & Concreting materials and LAbour 4 Bescom SR Set 2 1657.00 3314.00 View LBD
5 Spiral Earth Electrode MAterials and LAbour 5 BESCOM SR No 2 318.00 636.00 View LBD
6 Guy concreting with Boulders, Mud and Sand- LAbour 6 Bescom SR No 2 200.00 400.00 View LBD
7 Caution/Danger Board 7 BESCOM SR No 1 207.00 207.00 View LBD
8 Anti Climbing Device (12 Mtr GI Barbed Wire) 8 BESCOM SR Each 2 125.00 250.00 View LBD
9 11 kV, 400 Amps Double Break GOS 9 Bescom SR Set 1 21422.00 21422.00 View LBD
10 H-Frame for mounting GOS 10 BESCOM SR No 1 4376.00 4376.00 View LBD
11 DOLO Cut Out- 3 Nos per Set 11 BESCOM SR Set 1 5850.00 5850.00 View LBD
Sub- Estimate 16: PART-II EXTERNAL ELECTRIFICATION(PART B : EXTERNAL OF 11KV LINE FORM EXTERNAL FEEDER)
1 Material - Part- B.EXTENSON OF 11KV LINE FORM EXISTIONG FEEDER -RCC Pole - 9 Mtr Long, 145 Kg WL PAGE-1,I-1.01 1.01 No 3 7153.00 21459.00 View LBD
2 Special Cross Arm with Cross Arm for EG Stirrups, braces, clamps, bolts nuts and washers complete DATT-SHEET 14 Set 3 1503.00 4509.00 View LBD
3 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) 6.05 No 4 221.00 884.00 View LBD
4 DISC Insulator 45 kN Porcelain 6.08 No 6 470.00 2820.00 View LBD
5 Guy Set Complete with No. 15 Strain Insulator & Concreting materials DATT-SHEET 26 No 4 1209.00 4836.00 View LBD
6 Rabbit ACSR Conductor For 1.5% sag PAGE-4PAR KM-61515/1000 = 61.515 7.02 Km 0.8 61515.00 49212.00 View LBD
7 Spiral Earth Electrode 2.16 No 3 248.00 744.00 View LBD
8 EG Stirrup (MS) with GI wire lacing 2.15 Each 2 287.00 574.00 View LBD
9 Caution/Danger Board 67.2 No 2 146.00 292.00 View LBD
10 LABOUR - Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.Ordinary Soil 1.1.1 Per pit 3 384.00 1152.00 View LBD
11 Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth 2.01 No 3 688.00 2064.00 View LBD
12 Digging of Pit for GUY SET Ordinary Soil 1.7.1 No 2 247.00 494.00 View LBD
13 Special Cross Arm with Cross Arm for EG Stirrups, braces, clamps, bolts nuts and washers complete DATT-SHEET 14 No 2 400.00 800.00 View LBD
14 Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) 5.1 per set 2 201.00 402.00 View LBD
15 Stringing of conductor Squirrel, Weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. 5.16 per km 0.8 2420.00 1936.00 View LBD
16 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) 2.08 No 2 70.00 140.00 View LBD
17 GI Barbed Wire (12 Mtr) 5.09 No 5 32.00 160.00 View LBD
18 Caution/Danger Board DATT-SHEET 26 No 1 61.00 61.00 View LBD
19 Guy concreting with Boulders, Mud and Sand 1.8.2 No 2 200.00 400.00 View LBD
Sub- Estimate 17: PART-II EXTERNAL ELECTRIFICATION (PART C : ERECTION OF 100KVA TRANSFORMER )
1 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL -Material 1 No 1 32553.00 32553.00 View LBD
2 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL- Labour 1 No 1 5205.00 5205.00 View LBD
3 11 kV,5KN Polymeric Pin Insulator (24 mm Dia FRP Rod) -Material 1 Set 3 221.00 663.00 View LBD
4 11 kV, 45 KN Polymeric Insulator -Material 1 Set 3 202.00 606.00 View LBD
5 Guy Set Complete with No. 15 Strain Insulator & Concreting materials -Material 1 No 4 1209.00 4836.00 View LBD
6 Guy Set Complete with No. 15 Strain Insulator & Concreting materials - Labour 1 No 4 448.00 1792.00 View LBD
7 "11kV/433V, 100 kVA, 3 Phase 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil" -Material 1 No 1 214306.00 214306.00 View LBD
8 "11kV/433V, 100 kVA, 3 Phase 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil"- Labour 1 No 1 1151.00 1151.00 View LBD
9 Earthing materials pipe type for grounding (Single Electrode with accessories) -Material 1 Set 3 1733.00 5199.00 View LBD
10 Earthing materials pipe type for grounding (Single Electrode with accessories)- Labour 1 Set 3 725.00 2175.00 View LBD
11 Caution/Danger Board -Material 1 No 1 146.00 146.00 View LBD
12 Caution/Danger Board - Labour 1 No 1 61.00 61.00 View LBD
13 Anti Climbing Device (12 Mtr GI Barbed Wire) -Material 1 Each 2 93.00 186.00 View LBD
14 Anti Climbing Device (12 Mtr GI Barbed Wire)- Labour 1 Each 2 32.00 64.00 View LBD
15 Guy concreting with Boulders, Mud and Sand -do- Labour 1 No 4 200.00 800.00 View LBD
16 GI Wire 8 SWG -Material 1 Kg 5 77.85 389.25 View LBD
17 Guy wire 7/10 SWG-Material 1 Kg 10 80.10 801.00 View LBD
18 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -Material 1 set of 3 Nos. 1 1736.00 1736.00 View LBD
19 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector - Labour 1 set of 3 Nos. 1 90.00 90.00 View LBD
20 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -a) LT Protection Kit for 100 kVA -Material 1 No 2 1915.00 3830.00 View LBD
21 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -a) LT Protection Kit for 100 kVA-Labour 1 No 2 260.00 520.00 View LBD
22 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -b) LT Distribution box for 100 kVA with MCB -Material 1 No 1 22809.00 22809.00 View LBD
23 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -b) LT Distribution box for 100 kVA with MCB - Labour 1 No 1 576.00 576.00 View LBD
24 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -i) Al Lead Wire - 120 Sqmm-Material 1 Mtr 45 180.17 8107.65 View LBD
25 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -ii) Heavy Duty Long Barrel Copper Lug -120 Sqmm -Material 1 No 12 145.00 1740.00 View LBD
26 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -iii) PG Clamp - Rabbit to 120 Sqmm 1 No 4 309.00 1236.00 View LBD
27 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -iv) Spacer for DTC Wiring -Material 1 No 8 41.00 328.00 View LBD
28 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) -Material 1 No 2 229.00 458.00 View LBD
29 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT i) Al Lead Wire - 120 Sqmm ii) Heavy Duty Long Barrel Copper Lug -120 Sqmm iii) PG Clamp - Rabbit to 120 Sqmm iv) Spacer for DTC Wiring v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) - Labour 1 No 1 719.00 719.00 View LBD
30 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -d) LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS - 39) -Material 1 No 1 5095.00 5095.00 View LBD
31 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -d) LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS - 39) - Labour 1 No 1 650.00 650.00 View LBD
32 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -e) LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class -Material 1 No 1 3312.00 3312.00 View LBD
33 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -e) LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class -Labour 1 No 1 798.00 798.00 View LBD
34 11 kV, Solid Core Type HG Fuse Unit -Material 1 set of 3 Nos. 1 1032.00 1032.00 View LBD
35 11 kV, Solid Core Type HG Fuse Unit -Labour 1 set of 3 Nos. 1 178.00 178.00 View LBD
36 11 kV, 200 Amps, Single Break GOS -Material 1 Set 1 9125.00 9125.00 View LBD
37 11 kV, 200 Amps, Single Break GOS -Labour 1 Set 1 805.00 805.00 View LBD
File Number : PWD/AEE/KTR/KDA/Kittur Channamma Sabha Bhavan/22-23 Project Name :
Type Of Work : ORIGINAL Work Estimate Number : KPWD/2021-22/BD/WORK_INDENT148138
Work Category : Buildings Work Attribute :
Work Attribute Value:
Name of the Work : Construction of Rani Channamma Sabha Bhavan, Kittur Pradikar Office, Compound Wall, Approach Road (1st Phase)(PROPOSED FOR CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTUR, BELAGAVI DISTRICT) WorkIndent Type: NORMAL
Merged Indent : WorkIndent Status: TECH_SANCTIONED
Scope of the Work : Construction of Rani Channamma Sabha Bhavan, Kittur Pradikar Office, Compound Wall, Approach Road (1st Phase)- PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTUR, BELAGAVI DISTRICT. Estimate Type: Technical Sanction to Original Estimates of Original Works for which Adminstrative Approval is accorded- irrigation, Road, bridges and Buildings subject to clearance by the designated committee.
Financial Information
Budget Document Reference Govt ltr No-KAM.E/36/REH/2021 Banglore dtd 28-10-2021
Sanctioned Estimated Amount (INR) 100000000 Head Of Account No : 8443 GRAND TOTAL: 100000000
Grant allocated amount/Amount deposited : 100000000
Administrative Sanction Number : Technical Sanction Number: T/S-CER319/JULY-202
Scheme Code : Is HKRDB funded? No
Detail Estimate Information
Estimate Total 84068675.85 Overhead Total 0 Lumpsum Total 15931324.15
View Estimates View Lumpsum View Documents Uploaded View Work Summary Groups
Sl Item Code Perticulars Unit Qty. Final Rate Amount
1 Vol-1, Pg -8, 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 539.60 99.75 53,825.10
2 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 1,643.78 107.10 176,048.84
3 Vol-1, Pg -9 1.15.2 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m Cum 3,649.14 446.25 1,628,428.72
4 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 752.49 185.85 139,850.27
5 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 3,153.70 125.14 394,654.02
6 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 572.55 5,034.19 2,882,325.48
7 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 2,642.28 6,595.25 17,426,497.17
8 Vol-1, Pg -7 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,233.00 279.30 344,376.90
9 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,606.00 454.65 730,167.90
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 21.23 6,346.03 134,726.22
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 302.87 85,046.80 25,758,124.32
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 64.17 8,460.67 542,921.19
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 17.50 1,091.25 19,096.88
14 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.35 104,793.31 36,677.66
15 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 4.00 1,076.41 4,305.64
16 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 9.45 7,513.64 71,003.90
17 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,806.19 9,083.70
18 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,181.40 1,181.40
19 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 3.38 11,435.37 38,651.55
20 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 26.00 531.31 13,814.06
21 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 20.00 5,536.87 110,737.40
22 Vol-2, Pg -78 11.6.1 supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 30.40 2,792.30 84,885.92
23 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 12.00 463.44 5,561.28
24 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 11.00 461.32 5,074.52
25 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 12.00 264.06 3,168.72
26 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 24.00 291.64 6,999.36
27 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 14.80 7,141.41 105,692.87
28 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 39.60 6,065.00 240,174.00
29 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,160.00 194.07 419,191.20
30 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,532.24 599.18 918,087.56
31 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 6,052.52 268.31 1,623,951.64
32 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 95.39 40.30 3,844.22
33 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 405.11 440,824.50
34 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 8,486.02 106.05 899,942.42
35 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 284.79 3,020.30 860,151.24
36 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 31.71 5,648.22 179,105.06
37 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 232.67 347.84 80,931.93
38 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 43.47 333.00 14,475.51
39 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 4.09 1,210.03 4,949.02
40 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 2,384.52 840.98 2,005,333.63
41 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 8,486.02 167.56 1,421,917.51
42 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 165.44 180,025.19
43 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.60 121.96 16,293.86
44 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 56.21 2,226.48
45 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 146.35 5,796.92
46 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. /letter/cm height 10,000.00 4.24 42,400.00
47 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 685.50 866.43 593,937.76
48 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 315.00 308.61 97,212.15
49 Vol-2, Pg -77 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 5,026.00 114.53 575,627.78
50 Vol-2, Pg -31 7.49.1 supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with Truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/Sqm K (max) Sqm 179.50 4,125.35 740,500.32
51 Vol-2, Pg -83 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 514.80 129.38 66,604.82
52 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72
53 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 148.80 2,121.00 315,604.80
54 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 148.80 768.86 114,406.37
55 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,607.62 3.18 8,292.23
56 Vol-2, Pg -175 17.5 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 393.00 1,190.94 468,039.42
57 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 14.80 1,908.90 28,251.72
1 CPWD-Vol-1, Pg -91, It. 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 5,473.69 1,519.64 8,318,038.27 NON-SR
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 521.43 527.62 275,116.90
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 456.82 197.86 90,386.41
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 155.75 4,616.67 719,046.35
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 578.03 659.52 381,222.35
6 Vol-1, Pg -111 SL No-2, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per Cum is 50 percent Cum 118.07 3,297.62 389,349.99
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 7.73 3,807.62 29,432.90
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 13.50 2,855.71 38,552.08
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 213.50 4,616.67 985,659.04
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 221.32 3,957.15 875,796.44
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 364.30 3,297.62 1,201,322.97
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 13.06 3,297.62 43,066.92
13 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,378.65 6,893.25
1 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 116.51 107.10 12,478.22
2 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 45.04 185.85 8,370.68
3 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 436.77 123.90 54,115.80
4 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 101.90 4,984.35 507,905.26
5 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 1,043.91 6,529.95 6,816,680.10
6 Vol-2, Pg -9 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1612 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 16 (1 cement 6 coarse sand) Cum 55.59 5,864.25 325,993.66
7 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 88.00 454.65 40,009.20
8 Vol-1, Pg -7 1.8 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 238.70 497.70 118,800.99
9 Vol-1, Pg -18 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm5 Grade Cum 39.73 6,345.15 252,092.81
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 100.68 6,283.20 632,592.58
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 166.41 84,204.75 14,012,512.45
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 378.48 8,376.90 3,170,489.11
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 162.66 1,080.45 175,746.00
14 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 36.10 2,117.85 76,454.38
15 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.08 103,755.75 8,300.46
16 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 27.00 1,065.75 28,775.25
17 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 34.23 4,320.75 147,899.27
18 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 8.82 7,439.25 65,614.18
19 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,758.60 8,993.75
20 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,169.70 1,169.70
21 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 59.77 11,322.15 676,724.91
22 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 23.40 526.05 12,309.57
23 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 17.10 5,482.05 93,743.06
24 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 50.00 458.85 22,942.50
25 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 41.00 456.75 18,726.75
26 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 50.00 261.45 13,072.50
27 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 100.00 288.75 28,875.00
28 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 41.80 250.95 10,489.71
29 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 13.86 6,557.25 90,883.48
30 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 57.54 7,070.70 406,848.08
31 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 7.80 6,004.95 46,838.61
32 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 3,680.88 192.15 707,281.09
33 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 5,601.02 593.25 3,322,805.12
34 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 4,573.26 265.65 1,214,886.52
35 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,605.55 39.90 143,861.44
36 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.18 401.10 713,629.10
37 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 9,040.00 69.30 626,472.00
38 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,578.21 105.00 690,712.05
39 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 737.98 2,990.40 2,206,855.39
40 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 112.69 5,592.30 630,196.29
41 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 421.37 344.40 145,119.83
42 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 166.97 329.70 55,050.01
43 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 591.92 1,198.05 709,149.76
44 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 1,637.89 832.65 1,363,789.11
45 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 129.02 2,711.10 349,786.12
46 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 218.72 1,407.00 307,739.04
47 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,578.25 165.90 1,091,331.68
48 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.19 163.80 291,431.32
49 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 187.83 120.75 22,680.47
50 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 55.65 17,087.89
51 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 144.90 44,492.99
52 Vol-3, Pg-51 6.8.2 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 632018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H IRC - IRC SP 632018 Sqm 444.60 1,219.05 541,989.63
53 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/Sqm & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with suspension system of approved make. Sqm 246.07 2,354.10 579,273.39
54 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/Sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 336.58 2,076.90 699,043.00
55 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 10,000.00 4.20 42,000.00
56 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.40 2,924.25 15,790.95
57 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 60.17 3,782.10 227,568.96
58 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in Sqm.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ Sqm degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 23.10 3,195.15 73,807.96
59 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 237.31 857.85 203,576.38
60 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 200.00 305.55 61,110.00
61 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 575.40 49,093.13
62 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,100.00 561,960.00
63 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 761.25 203,710.50
64 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 101.94 1,890.00 192,666.60
65 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,854.98 3.15 8,993.19
1 CPWD Vol-1, Pg -91 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 197.81 1,504.60 297,624.93 NON SR
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 16.90 522.40 8,828.56
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 69.45 195.90 13,605.26
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 4.91 4,570.96 22,443.41
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 83.16 653.00 54,303.48
6 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 39.73 634.52 25,209.48
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 29.97 3,769.92 112,984.50
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 70.71 2,827.44 199,928.28
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 186.05 4,570.96 850,427.11
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 320.22 3,917.97 1,254,612.35
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 319.10 3,264.98 1,041,855.12
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 44.12 3,264.98 144,050.92
13 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 150,097.19 420,272.13
14 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,365.00 6,825.00
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 764.02 6,595.25 5,038,902.90
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 63.35 6,346.03 402,021.00
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 500.57 8,460.67 4,235,157.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,091.25 49,630.05
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 140.01 85,046.80 11,907,402.47
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 13.19 2,139.03 28,213.81
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.50 104,793.31 52,396.66
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 28.00 1,076.41 30,139.48
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 13.65 4,363.96 59,568.05
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4.41 7,513.64 33,135.15
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 5.67 4,806.19 27,251.10
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 5.00 1,181.40 5,907.00
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 75.08 11,435.37 858,567.58
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 40.00 463.44 18,537.60
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 54.00 461.32 24,911.28
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 54.00 264.06 14,259.24
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 216.00 291.64 62,994.24
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 52.20 253.46 13,230.61
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.22 6,622.82 114,044.96
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 173.40 7,141.41 1,238,320.49
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 15.84 6,065.00 96,069.60
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 6,778.50 194.07 1,315,503.50
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 599.18 2,099,221.14
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,533.89 268.31 1,484,798.03
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,710.68 39.90 148,056.13
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 405.11 355,654.17
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 69.99 542,002.56
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,679.40 106.05 814,400.37
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,255.99 3,020.30 3,793,466.60
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 76.64 5,648.22 432,879.58
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 678.63 347.84 236,054.66
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 333.00 33,076.89
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 831.81 1,210.03 1,006,515.05
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,738.21 161,554.39
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 419.39 1,421.07 595,982.55
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,628.83 167.56 1,278,286.75
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 165.44 145,243.08
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 53.03 14,378.55
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 120.75 32,740.16
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 56.21 5,614.25
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 146.35 14,617.44
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.76 2,953.49 17,012.10
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,819.92 539,907.49
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.89 3,227.10 93,230.92
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 866.43 61,351.91
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 170.83 2,377.64 406,172.24
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,097.67 1,089,550.77
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.24 16,960.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 308.61 49,377.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,121.00 201,070.80
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 768.86 72,887.93
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,107.39 3.18 6,701.50
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 243.84 1,908.90 465,466.18
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 186.05 4,616.67 858,931.45 NON SR
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 241.98 3,957.15 957,551.16
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 309.40 3,297.62 1,020,283.63
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Cum 26.59 3,297.62 87,683.72
5 Vol-1, Pg -115 SL No-14, Add-I R C C for Chajja Cum 44.53 3,807.62 169,553.32
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 18.81 2,855.71 53,715.91
7 CPWD Vol-1 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.36 151,598.16 357,771.66
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 25.00 1,378.65 34,466.25
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 704.89 6,660.55 4,694,955.09
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.53 6,408.86 400,746.02
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 470.22 8,544.44 4,017,766.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 62.82 1,102.06 69,231.41
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 131.07 85,888.84 11,257,450.26
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 12.78 2,160.21 27,607.48
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.51 105,830.87 159,804.61
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 44.00 1,087.06 47,830.64
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 30.03 4,407.16 132,347.01
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,588.04 117,159.34
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,853.77 73,389.00
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 15.00 1,193.09 17,896.35
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 88.23 11,548.59 1,018,932.10
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 76.00 468.03 35,570.28
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 56.00 465.89 26,089.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 56.00 266.68 14,934.08
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 224.00 294.52 65,972.48
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 255.97 16,074.92
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,688.40 140,456.40
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 200.72 7,212.11 1,447,614.72
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,125.05 114,660.94
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,533.62 195.99 1,476,514.18
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 605.11 2,119,996.83
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,122.27 270.96 1,387,930.28
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,671.03 38.76 142,289.12
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.44 409.12 578,266.57
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 70.69 547,423.36
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,987.20 107.10 748,329.12
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,224.43 3,050.21 3,734,768.63
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,704.15 695,906.30
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 739.73 351.29 259,859.75
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 336.29 33,403.69
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.20 1,222.01 998,626.57
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.41 2,765.32 164,287.66
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 423.71 1,435.14 608,083.17
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,987.26 169.22 1,182,384.14
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.45 167.08 236,159.23
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.34 53.55 16,136.76
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.35 123.16 37,114.27
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 56.76 13,783.03
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 147.80 35,890.27
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2.70 2,982.74 8,053.40
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,857.74 545,252.97
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 48.14 3,259.05 156,890.67
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 283.07 875.01 247,689.08
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 120.65 2,401.18 289,702.37
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,118.44 1,100,338.92
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.28 17,120.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 311.66 49,865.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 586.91 50,075.16
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 57.60 2,142.00 123,379.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 57.60 776.48 44,725.25
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,891.49 3.21 6,071.68
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 267.32 1,927.80 515,339.50
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70% Cum 177.84 4,662.38 829,157.66 NON SR
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 224.89 3,996.33 898,734.65
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50% Cum 275.51 3,330.27 917,522.69
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50% Cum 26.59 3,330.27 88,551.88
5 Vol-1, Pg -115 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 44.16 3,845.32 169,809.33
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45% Cum 18.37 2,883.99 52,978.90
7 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 3.02 153,099.13 462,359.37
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,392.30 6,961.50
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 739.14 6,725.85 4,971,344.77
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 61.07 6,471.70 395,226.72
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 422.10 8,628.21 3,641,967.44
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,112.86 50,612.87
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 130.35 86,730.89 11,305,371.51
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,181.39 18,061.91
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.41 106,868.42 150,684.47
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 40.00 1,097.72 43,908.80
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 21.84 4,450.37 97,196.08
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.23 7,662.43 101,373.95
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,901.36 74,108.56
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 14.00 1,204.79 16,867.06
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 84.52 11,661.81 985,656.18
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 68.00 472.62 32,138.16
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 84.00 470.45 39,517.80
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 84.00 269.29 22,620.36
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 336.00 297.41 99,929.76
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 258.48 16,232.54
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,753.97 141,833.37
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 193.32 7,282.82 1,407,914.76
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 16.80 6,185.10 103,909.68
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,593.12 197.91 1,502,754.38
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 611.05 2,140,807.56
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,454.76 273.62 1,492,531.43
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,489.46 41.10 184,516.81
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.09 413.13 710,620.78
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 71.38 552,766.72
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,577.05 108.15 819,457.96
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,302.88 3,080.11 4,013,013.72
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,760.07 702,728.54
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 716.33 354.73 254,103.74
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 339.59 33,731.47
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.82 1,233.99 1,009,181.70
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.75 2,792.43 166,847.69
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 420.53 1,449.21 609,436.28
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,577.13 170.88 1,294,779.97
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.10 168.71 290,198.07
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 54.08 16,425.72
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 124.37 37,774.90
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 57.32 11,015.76
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 149.25 28,682.86
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,011.98 13,011.75
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,895.56 550,598.45
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 53.79 3,291.00 177,022.89
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 71.71 883.59 63,362.24
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,424.72 722,736.29
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,139.21 1,111,127.07
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.33 17,320.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 314.72 50,355.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 592.66 50,565.75
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,163.00 205,052.40
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 784.09 74,331.73
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,146.20 3.24 6,953.69
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,190.04 120,693.10
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 259.92 1,946.70 505,986.26
1 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.69 154,600.10 416,260.77 NON SR
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 175.45 4,708.09 826,034.39
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 220.90 4,035.51 891,444.16
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 316.40 3,362.92 1,064,027.89
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.60 3,362.92 89,453.67
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 42.92 3,883.02 166,645.63
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.08 2,912.26 52,664.44
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,405.95 7,029.75
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 772.69 6,791.15 5,247,453.69
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.69 6,534.53 409,649.69
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 411.56 8,711.98 3,585,502.49
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,123.67 51,104.51
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 135.23 87,572.94 11,842,488.68
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,202.56 18,237.20
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.61 107,905.98 173,728.63
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 43.00 1,108.38 47,660.34
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 24.57 4,493.58 110,407.26
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,736.82 119,456.50
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 17.01 4,948.94 84,181.47
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 16.00 1,216.49 19,463.84
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 86.97 11,775.04 1,024,075.23
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 74.00 477.20 35,312.80
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 92.00 475.02 43,701.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 92.00 271.91 25,015.72
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 92.00 300.30 27,627.60
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 260.99 16,390.17
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,819.54 143,210.34
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 182.10 7,353.53 1,339,077.81
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,245.15 116,909.21
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,023.00 199.84 1,403,476.32
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 616.98 2,161,583.26
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,683.43 276.28 1,570,218.04
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,515.27 41.50 187,383.70
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 417.14 605,866.65
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 72.07 558,110.08
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,695.84 109.20 840,385.73
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,227.02 3,110.02 3,816,056.74
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,815.99 709,550.78
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 704.53 358.18 252,348.56
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 342.89 34,059.26
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 808.69 1,245.97 1,007,603.48
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,819.54 166,352.86
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 416.51 1,463.28 609,470.75
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,695.90 172.54 1,327,850.59
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 170.35 247,421.45
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 54.60 15,338.23
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 125.58 35,277.93
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 57.88 12,395.58
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 150.70 32,273.91
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,041.22 13,138.07
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,933.38 555,943.93
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.88 3,322.96 95,967.08
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 892.16 63,173.85
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,448.26 729,752.86
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,159.98 1,121,915.21
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,160.00 4.37 18,179.20
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 317.77 50,843.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 598.42 51,057.19
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,184.00 207,043.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 791.70 75,053.16
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,892.67 3.28 6,207.96
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,211.30 121,864.74
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 248.70 1,965.60 488,844.72
1 CPWD Vol-1 Pg -147, 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 156,101.07 437,083.00 NON SR
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 177.74 4,753.80 844,940.41
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 270.66 4,074.69 1,102,855.60
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 297.70 3,395.57 1,010,861.19
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.59 3,395.57 90,288.21
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 44.09 3,920.72 172,864.54
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.60 2,940.54 54,694.04
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,419.60 7,098.00
TERRACE FLOOR - 1A
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 55.22 6,856.45 378,613.17
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 60.20 9,492.53 571,450.31
3 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 86.60 6,856.45 593,768.57
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 206.74 6,597.36 1,363,938.21
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 17.19 6,597.36 113,408.62
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 66.22 8,795.74 582,453.90
7 Vol - 2 -Chapter -6- Masonry Works 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 31.50 1,134.47 35,735.80
8 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 69.83 88,414.99 6,174,018.75
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.20 108,943.54 130,732.25
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 18.00 1,119.04 20,142.72
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 19.95 7,811.21 155,833.64
12 Vol - 2 -Chapter -12- Wood and PVC Works 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 10.71 4,996.53 53,512.84
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 7.00 1,228.19 8,597.33
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.25 11,888.26 157,519.44
15 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 28.00 481.79 13,490.12
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 14.00 479.59 6,714.26
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 28.00 274.52 7,686.56
18 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 56.00 303.19 16,978.64
19 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 31.04 7,424.24 230,448.41
20 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 44.48 6,305.20 280,455.30
21 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,075.50 201.76 418,752.88
22 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 3,180.11 278.93 887,028.08
23 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,047.37 41.90 127,684.80
24 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,582.36 421.16 1,087,586.74
25 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 3,762.11 110.25 414,772.63
26 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 127.94 1,188.50 152,056.69
27 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,777.60 171.99 477,719.42
28 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 55.12 4,576.06
29 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 126.79 10,526.11
30 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 58.43 5,016.80
31 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 152.15 13,063.60
32 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 1,813.94 900.74 1,633,888.32
33 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 320.83 19,249.80
34 Vol - 2 -Chapter -7- Roofing 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 604.17 51,547.78
35 Vol - 2 -Chapter -15- Water Proofing 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,205.00 590,058.00
36 Vol - 2 -Chapter -7- Roofing 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 799.31 213,895.36
37 Vol - 2 -Chapter -7- Roofing 7.61 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. Cum 12.24 28,493.01 348,754.44
38 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 187.29 3.31 619.93
39 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 3,762.11 174.20 655,359.56
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 55.22 4,799.51 265,028.94 NON SR
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 60.20 5,628.84 338,856.17
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 86.60 3,428.22 296,883.85
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 86.60 4,799.51 415,637.57
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 206.74 3,958.42 818,363.75
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 17.19 2,968.81 51,033.84
TERRACE FLOOR - 1B
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 4.50 6,921.75 31,147.88
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 35.50 9,582.93 340,194.02
3 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 57.70 9,582.93 552,935.06
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 0.67 6,660.19 4,462.33
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 33.99 6,660.19 226,379.86
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 0.10 8,879.51 887.95
7 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 18.86 89,257.04 1,683,387.77
8 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.10 109,981.10 10,998.11
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 1.00 1,129.70 1,129.70
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 2.57 7,885.61 20,266.02
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 0.68 12,001.48 8,161.01
12 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 2.00 486.38 972.76
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 1.00 484.16 484.16
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 2.00 277.14 554.28
15 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 4.00 306.08 1,224.32
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 53.28 7,494.94 399,330.40
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.28 6,365.25 109,991.52
18 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 1,951.50 203.68 397,481.52
19 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,067.94 281.59 300,721.22
20 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 312.78 42.29 13,227.47
21 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 425.17 425,408.10
22 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 1,301.37 111.30 144,842.48
23 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 173.63 173,727.23
24 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 1,672.76 120.20 201,065.75
25 Vol - 2 -Chapter -7- Roofing 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. - 0.63 mm thick with zinc coating not less than 275 g/ Sqm Sqm 66.91 978.33 65,460.06
26 Vol - 2 -Chapter -7- Roofing 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/Sqm m 43.20 711.21 30,724.27
27 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 55.65 4,344.04
28 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 128.00 9,991.68
29 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 58.99 474.28
30 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 153.59 1,234.86
31 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 450.82 909.32 409,939.64
32 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 323.88 19,432.80
33 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 66.91 3.34 223.48
34 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,565.83 628.84 984,656.54
35 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 1,301.37 175.85 228,845.91
36 Vol - 2 -Chapter -18- Structural Glazing 18.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding Glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Sqm 19.29 2,819.25 54,383.33
37 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 80.70 1,199.81 96,824.67
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 4.50 4,845.22 21,803.49 NON SR
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 35.50 5,749.75 204,116.12
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 57.70 4,791.46 276,467.24
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 57.70 6,708.05 387,054.48
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 0.67 3,996.12 2,677.40
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 33.99 2,997.09 101,871.09
BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 2.00 897.18 1,794.36
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 2.00 1,184.58 2,369.16
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,572.77 2,572.77
4 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 4.00 657.51 2,630.04
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 4.00 857.94 3,431.76
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 10.00 768.86 7,688.60
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 10.00 323.45 3,234.50
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 2.00 313.91 627.82
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 2.00 333.00 666.00
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 2.00 582.21 1,164.42
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 906.73 1,813.46
13 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 135.00 254.10 34,303.50
14 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 135.00 279.30 37,705.50
15 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 4.00 14,605.50 58,422.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 200.00 828.25 165,650.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 340.00 424.20 144,228.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 60.00 337.24 20,234.40
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 40.00 401.93 16,077.20
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 10.00 327.69 3,276.90
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 10.00 342.54 3,425.40
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30
24 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 30.00 388.50 11,655.00
25 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 350.00 431.55 151,042.50
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 5.00 2,737.15 13,685.75
STILT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 888.30 6,218.10
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,172.85 7,037.10
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,547.30 7,641.90
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 4.00 1,071.00 4,284.00
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 5.00 651.00 3,255.00
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 2.00 849.45 1,698.90
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 761.25 15,225.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 320.25 6,405.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 4.00 310.80 1,243.20
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 4.00 329.70 1,318.80
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 4.00 576.45 2,305.80
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 627.90 1,255.80
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 2.00 737.10 1,474.20
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 897.75 1,795.50
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 1.00 292.95 292.95
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 1.00 651.00 651.00
17 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 108.00 254.10 27,442.80
18 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 108.00 279.30 30,164.40
19 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 2.00 14,605.50 29,211.00
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.45 18,900.00
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 100.00 820.05 82,005.00
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 40.00 562.80 22,512.00
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 160.00 420.00 67,200.00
24 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 228.00 333.90 76,129.20
25 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 168.00 397.95 66,855.60
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 60.00 324.45 19,467.00
27 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 30.00 339.15 10,174.50
28 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 40.00 231.00 9,240.00
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 3.00 5,128.20 15,384.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 4.00 6,275.85 25,103.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 3.00 9,074.10 27,222.30
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 18.00 2,689.05 48,402.90
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 4.00 285.60 1,142.40
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,840.10 17,520.30
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 25.00 1,281.00 32,025.00
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 25.00 204.75 5,118.75
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 5.00 1,135.05 5,675.25
38 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,849.70 2,849.70
39 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 6.00 753.90 4,523.40
40 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,227.05 13,362.30
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 2.00 880.95 1,761.90
42 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 2,976.75 5,953.50
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 951.30 1,902.60
44 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 10.00 388.50 3,885.00
45 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 50.00 431.55 21,577.50
46 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 81.90 113.40 9,287.46
47 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 4.40 2,990.40 13,157.76
48 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 26.00 2,710.05 70,461.30
49 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 26.00 233.31 6,066.06
GROUND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 897.18 6,280.26
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,184.58 14,214.96
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,572.77 7,718.31
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,081.71 10,817.10
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 657.51 3,945.06
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 857.94 2,573.82
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 768.86 15,377.20
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 323.45 6,469.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 313.91 1,883.46
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 333.00 1,998.00
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 582.21 4,657.68
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 2.00 295.88 591.76
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 2.00 657.51 1,315.02
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 568.43 90,948.80
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 424.20 114,534.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 337.24 103,869.92
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 401.93 86,816.88
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 342.54 6,850.80
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30
22 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,179.48 25,897.40
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,338.61 63,386.10
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,164.84 54,989.04
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,715.94 97,773.84
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 288.46 2,884.60
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,898.50 17,695.50
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,293.81 21,994.77
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 206.80 3,515.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,146.40 6,878.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,878.20 11,512.80
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 761.44 5,330.08
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 889.76 7,118.08
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,006.52 6,013.04
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 960.81 1,921.62
36 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
37 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 114.53 17,442.92
38 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,020.30 24,162.40
39 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,737.15 43,794.40
40 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,685.19 80,555.70
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,249.32 13,495.92
FIRST FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 906.07 6,342.49
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,196.31 14,355.72
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,598.25 7,794.75
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,092.42 10,924.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 664.02 3,984.12
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 866.44 2,599.32
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 776.48 15,529.60
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 326.66 6,533.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 317.02 1,902.12
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 336.29 2,017.74
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 587.98 4,703.84
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 640.46 1,280.92
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 751.84 751.84
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 298.81 1,494.05
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 664.02 3,320.10
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.64 19,280.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 574.06 91,849.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 428.40 115,668.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 340.58 104,898.64
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 405.91 87,676.56
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 345.93 6,918.60
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 235.62 7,068.60
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,230.76 26,153.80
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,401.37 64,013.70
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,255.58 55,533.48
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,742.83 98,741.88
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 291.31 2,913.10
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,956.90 17,870.70
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,306.62 22,212.54
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 208.84 3,550.28
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,157.75 6,946.50
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,906.69 11,626.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 768.98 5,382.86
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,271.59 13,629.54
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 898.57 7,188.56
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,036.28 6,072.56
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 970.33 1,940.66
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 115.67 17,616.54
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,050.21 24,401.68
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,764.25 44,228.00
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,711.77 81,353.10
SECOND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 914.95 6,404.65
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,208.04 14,496.48
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,623.72 7,871.16
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53b Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 10.00 1,571.42 15,714.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 670.53 4,023.18
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 874.93 2,624.79
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 784.09 15,681.80
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 329.86 6,597.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 320.12 1,920.72
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 339.59 2,037.54
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 593.74 4,749.92
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 646.74 1,293.48
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 759.21 759.21
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 301.74 1,508.70
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 670.53 3,352.65
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.73 19,460.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 579.68 92,748.80
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 432.60 116,802.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 343.92 105,927.36
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 409.89 88,536.24
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 349.32 6,986.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 237.93 7,137.90
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,282.05 26,410.25
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,464.13 64,641.30
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,346.32 56,077.92
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,769.72 99,709.92
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 294.17 2,941.70
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,015.30 18,045.90
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,319.43 22,430.31
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 210.89 3,585.13
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,169.10 7,014.60
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,935.19 11,740.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 776.52 5,435.64
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,293.86 13,763.16
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 907.38 7,259.04
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,066.05 6,132.10
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 979.84 1,959.68
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 116.80 17,788.64
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,080.11 24,640.88
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,791.35 44,661.60
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,738.36 82,150.80
THIRD FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 923.83 6,466.81
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,219.76 14,637.12
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,649.19 7,947.57
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,113.84 11,138.40
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 677.04 4,062.24
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 883.43 2,650.29
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 791.70 15,834.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 333.06 6,661.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 323.23 1,939.38
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 342.89 2,057.34
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 599.51 4,796.08
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 653.02 1,306.04
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 766.58 766.58
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 304.67 1,523.35
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 677.04 3,385.20
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.83 19,660.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 585.31 93,649.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 436.80 117,936.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 347.26 106,956.08
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 413.87 89,395.92
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 352.72 7,054.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 240.24 7,207.20
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,333.33 26,666.65
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,526.88 65,268.80
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,437.06 56,622.36
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,796.61 100,677.96
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 297.02 2,970.20
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,073.70 18,221.10
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,332.24 22,648.08
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 212.94 3,619.98
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,180.45 7,082.70
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,963.69 11,854.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 784.06 5,488.42
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,316.13 13,896.78
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 916.19 7,329.52
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,095.82 6,191.64
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 989.35 1,978.70
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 117.94 17,962.26
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,110.02 24,880.16
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,818.45 45,095.20
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,764.94 82,948.20
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm each 8.00 6,134.86 49,078.88
1 Vol - 1 -Chapter -I- Earth Work 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 91.20 107.10 9,767.52
2 Vol - 1 -Chapter -I- Earth Work 1.15.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 288.80 381.15 110,076.12
3 Vol - 1 -Chapter -I- Earth Work 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m² 152.00 185.85 28,249.20
4 Vol - 1 -Chapter -II- Concrete Works 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade m³ 22.80 4,984.35 113,643.18
5 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade m³ 81.07 6,529.95 529,383.05
6 Vol - 1 -Chapter -II- Concrete Works 2.11.h Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 12.16 73,236.45 890,555.23
7 Vol - 2 -Chapter -8- Finishing 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. m² 492.95 368.55 181,676.72
8 Vol - 2 -Chapter -8- Finishing 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. kg 121.61 67.20 8,172.19
9 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 150.00 113.40 17,010.00
10 Vol - 1-Common SR- Chapter - I- Earth Work 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 166.76 214.20 35,719.99
1 Vol - 1 -Chapter -I- Earth Work SL No-11, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10 percentage Cum 30.48 653.00 19,903.44 NON SR
2 Vol - 1 -Chapter -I- Earth Work SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 Percentage Cum 2.62 3,917.97 10,265.08
3 Vol - 1 -Chapter -I- Earth Work SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 47.97 3,264.98 156,621.09
1 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 0 to 50 Mtrs m 100.00 388.50 38,850.00
2 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 50 to 100 Mtrs m 100.00 487.20 48,720.00
3 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 100 to 150 Mtrs m 100.00 517.65 51,765.00
4 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 150 to 200 Mtrs m 50.00 600.60 30,030.00
5 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. each 2.00 5,552.40 11,104.80
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.3.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore - Horizontal No. 4.00 1,008.00 4,032.00
7 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 50.00 2,029.65 101,482.50
8 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments each 4.00 157.50 630.00
9 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 100.00 431.55 43,155.00
10 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.9.2 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 3.00 HP/2.2KW -15 STG each 1.00 22,606.50 22,606.50
Biodigester and Utility
1 Vol - 5 -Chapter -22- SEWAGE TREATMENT PLANTS 22.2.1 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. - 25 KLD each 1.00 1,359,750.00 1,359,750.00
2 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.9 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - HDPE Grade PE80-PN6.0,200mm dia m 64.00 1,510.95 96,700.80
3 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.13 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - P,L&J HDPE- PE80-PN6.0,315mm dia m 16.00 3,542.70 56,683.20
4 Vol - 1 -Chapter -I- Earth Work 1.19.1 Mechanical Means - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m m³ 216.00 476.70 102,967.20
5 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.16.3 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 150.00 494.55 74,182.50
6 Vol - 5 -Chapter -4- DUCTILE IRON (DI) PIPES 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 200mm dia pipe m 20.00 2,704.80 54,096.00
7 Vol - 5 -Chapter -16- SANITARY WORKS 16.15.6 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5M depth & SFRC cover & frame each 8.00 40,300.05 322,400.40
8 Vol - 1 -Chapter -I- Earth Work 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 216.00 454.65 98,204.40
9 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.17.33 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION ELBOW each 10.00 259.35 2,593.50
10 Vol - 5 -Chapter -2- WATER SUPPLY WORKS 2.23.1 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN - 10.0 and 50mm each 5.00 5,811.75 29,058.75
11 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.11.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 100 PN 8.0 - HDPE Grade PE100-PN8.0,63mm dia m 150.00 196.35 29,452.50
Buildings Dismantling
12 Vol - 2 -Chapter -19- Dismantling & Demolition 19.3 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 75.26 2,547.30 191,709.80
13 Vol - 2 -Chapter -19- Dismantling & Demolition 19.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m³ 75.26 763.35 57,449.72
14 Vol - 2 -Chapter -19- Dismantling & Demolition 19.7.3 Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In cement mortar m³ 1,550.62 1,080.45 1,675,367.38
15 Vol - 2 -Chapter -19- Dismantling & Demolition 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar m³ 16.17 1,768.20 28,591.79
16 Vol - 2 -Chapter -19- Dismantling & Demolition 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below m³ 398.83 252.00 100,505.16
17 Vol - 2 -Chapter -19- Dismantling & Demolition 19.14.1 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above m³ 9.22 3,054.45 28,162.03
18 Vol - 2 -Chapter -19- Dismantling & Demolition 19.15.1 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above m³ 9.22 381.15 3,514.20
19 Vol - 2 -Chapter -19- Dismantling & Demolition 19.18 Dismantling steel work in built up sections in angles, tees, flats and chan- nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. kg 4,046.08 4.20 16,993.54
20 Vol - 2 -Chapter -19- Dismantling & Demolition 19.22.2 Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles above 25 mm and up to 40 mm m² 2,458.43 77.70 191,020.01
21 Vol - 2 -Chapter -19- Dismantling & Demolition 19.3 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m² 2,083.86 150.15 312,891.58
22 Vol - 2 -Chapter -19- Dismantling & Demolition 19.41.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.100 mm dia pipe m 120.00 55.65 6,678.00
23 Vol - 3 -Chapter -2- SITE CLEARANCE 2.19 Dismantling of Cement Concrete Pavement - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref to MoRT&H : IRC - 202 m³ 341.25 591.15 201,729.94
24 Vol - 3 -Chapter -10- MAINTENANCE OF ROADS 10.16 Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m² 544.00 508.20 276,460.80
Electrical 1- Internal electrification
1 item 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 700.00 1,066.00 746,200.00
2 item 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 300.00 1,667.00 500,100.00
3 item 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 8,568.00 66.00 565,488.00
4 item 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 6,596.00 78.00 514,488.00
5 item 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 3,000.00 68.00 204,000.00
6 item 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 4,300.00 79.00 339,700.00
7 item 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 210.00 29.00 6,090.00
8 item 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 84.00 69.00 5,796.00
9 item 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 15.00 28.00 420.00
10 item 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 20.00 35.00 700.00
11 item 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 21.00 19.00 399.00
12 item 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 21.00 22.00 462.00
13 item 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 192.00 117.00 22,464.00
14 item 1.15.1 For (50-100x38mm) duct.Dimensions:172x172x60mm. 10 mmRecess No 100.00 1,736.00 173,600.00
15 item 1.15.2 For (50-200x38mm) duct.Dimensions:272x272x60mm. 10 mmRecess No 60.00 2,551.00 153,060.00
16 item 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 374.00 269.00 100,606.00
17 item 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 888.00 379.00 336,552.00
18 item 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 1,261.00 555.00 699,855.00
19 item 2.2.5 Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switches box Point 100.00 989.00 98,900.00
30 item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 600.00 45.00 27,000.00
33 item 3.5.3 4 Module Each 1.00 175.00 175.00
47 item 3.6.1 6A one way switch Each 3,088.00 102.00 314,976.00
48 item 3.6.2 6A Two Way Switch Each 92.00 166.00 15,272.00
49 item 3.6.8 6A Bell Push Each 14.00 177.00 2,478.00
51 item 40608 TV/Telephone Socket Each 241.00 156.00 37,596.00
52 item 40974 RJ45/I.O Outlet Cat-6 Each 275.00 337.00 92,675.00
53 item 3.6.7 16A one way Switch Each 318.00 180.00 57,240.00
55 item 3.6.4 Stepped fan regulator two module Each 192.00 357.00 68,544.00
74 item 2.5.1 4 Way (4+12),double door Each 6.00 7,512.00 45,072.00
75 item 2.5.2 8 Way(4+24),Double door Each 6.00 10,165.00 60,990.00
81 item 5.58.2 ACCL 40 A upto 63 A DG Supply TPN. Each 16.00 18,500.00 296,000.00
82 item 5.59.3 4 module back box Each 10.00 11,186.00 111,860.00
83 item 5.59.9 Four Switch + One Fan+ One Socket with control plate built-in Wireless communication (8 Module Back box) Each 10.00 18,877.00 188,770.00
84 item 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete cm 585,648.00 0.50 292,824.00
85 item 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 24.00 2,465.00 59,160.00
86 item 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 12.00 3,435.00 41,220.00
90 item 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 96.00 395.00 37,920.00
91 item 5.12.7 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 630 A Each 1.00 38,045.00 38,045.00
92 item 5.12.2 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 100 A Each 26.00 8,534.00 221,884.00
93 item 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm ACVoltmeter on existing panel/wood board. Each 2.00 452.00 904.00
94 item 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading ACanalog type AmmeterEach Each 2.00 524.00 1,048.00
95 item 5.27 Supplying, fixing and wiring rotary selector switch suitable forAmmeter Each 2.00 200.00 400.00
96 item 5.28 Supplying, fixing and wiring rotary selector switch suitable forVoltmeter Each 2.00 160.00 320.00
97 item 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter Each 20.00 1,425.00 28,500.00
98 item 5.33 Supplying of multi function digital meter with three line back lightLCD type display for voltage, Current, frequency, Power, powerfactor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LTnetwork with IP 54 degree of protection and completely wired asrequired with communication Port and Class 0.5s accuracy Each 2.00 9,315.00 18,630.00
99 item 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden CurrentTransformer Class 0.5 accuracy with Tape Wound. Each 26.00 562.00 14,612.00
100 item 5.38 Supplying and fixing of LED type panel board indicating lampwith required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 60.00 515.00 30,900.00
101 item 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 16.00 1,492.00 23,872.00
104 item 6.4.1 48 inch Sweep 5 Star (1200 mm) Each 12.00 4,303.00 51,636.00
108 item 9.5.3 26 AH capacity-20min back up Each 96.00 3,611.00 346,656.00
109 item 11.3.2 LED light fitting 1 x 4' - 20/22 W Each 9.00 690.00 6,210.00
112 item 11.6.1 LED modular down light 1'x1' 18W Each 18.00 3,138.00 56,484.00
113 item 11.6.2 LED modular down light 1'x1' 24W Each 7.00 3,692.00 25,844.00
114 item 11.6.3 LED modular down light 2'X2' 36W Each 74.00 4,553.00 336,922.00
115 item 11.6.5 LED modular down light 1'x4' 34-36W Each 346.00 5,898.00 2,040,708.00
116 item 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 20.00 3,200.00 64,000.00
117 item 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 20.00 3,510.00 70,200.00
118 item 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 20.00 4,256.00 85,120.00
127 item 12.60.1 Using 4ft. Copper bonded rod with backfill compound Kit 8.00 4,528.00 36,224.00
128 item 13.7.1 On wall/ ceiling / Rafter / Girders Each 2,774.00 122.00 338,428.00
129 item 13.7.2 Using necessary length of G.I. chain Each 693.00 263.00 182,259.00
130 item 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 25.00 570.00 14,250.00
131 item 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 192.00 171.00 32,832.00
132 item 13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 192.00 197.00 37,824.00
133 item 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 32.00 707.00 22,624.00
134 item 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 2,326.00 490.00 1,139,740.00
135 item 18.1.1 cpwd Light EV AC Charger (Mode-3) Power 7 kW, Inputpower supply: 1phase 230 plus 10 percent Volt, output supply:230 Volt AC, Frequency:50 Hz plus or ninus 3percent Operationaltemperature range : -25 to 55 00C (outdoor), -5 to 55 C (Indoor)., RH upto 95percent Charging Device as perIS-17017- 22-1 EV-EVSE Communication: as perrelevant IS Codes, Bluetooth Low Energy, one ChargePoint Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer,suitable for 2 Wheelers and 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 54. MechanicalStrength: protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262.O/L,S/C protection. Insulation Resistance 1 M operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 3.00 23,385.00 70,155.00
136 item 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: NormalPower 11kW/ 22 kW, 3 phase 415VAC(-40% to+20), Frequency:50 Hz +/-5%, output supply: 240Volt AC, Operational temperature range : -25 to 55 C(outdoor), -5 to 55 0C (Indoor), RH upto 95%,Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket asper IS-17017-2-2, Vehicle Connector as per IS-017017-2-2 Vehicle Inlet/ Connector As per EVmanufacturer, suitable for 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 5 4. MechanicalStrength : protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262. O/L,S/C protection. Insulation Resistance 1 operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 2.00 84,219.00 168,438.00
137 item 25.1.1 CPWD Automatic Power Factor Correction (APFC) SystemSupply, Installation, testing and commissioning ofAutomatic Power Factor Correction (APFC) panel,indoor type floor mounted free standing totallyenclosed, extendable, IP 42, of following capacity for3 phase, 415 V + 10 50 Hz AC System forAmbient temperature -5C to +40C, fabricated incompartmentalised designed made of CRCA sheetsteel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing completewith 9 tank process for powder coated of approvedshade ( RAL 7032-Siemens Gray or as approved byEngineer- in-Charge), having front section (switch gearand control accessories) and rear section capacitorand reactor, front and rear access, having suitablecurrent carrying capacity, extensible TPN Aluminiumalloy bus bar of high conductivity, DMC/SMC bus barsupports, bottom base channel of MS Section,fabrication shall be done in transportable section,entire panel shall have common copper earth bar ofminimum size of 25mm x 5mm with 2 nos. earthstuds, the earth terminals provided on the body ofcapacitor bank shall also be bonded to the maincapacitor panel earth bus with 2 nos. 8 SWG or 6SWG GI earth wires/ equivalent size of copperconductor cable, forced ventilation for maintainingtemperature rise not more than 5C from ambient,interconnections, connections with 14 detuned reactor and heavy duty 525 V ISI marked ImpregnatedMPP(Metalized Polypropylene) Capacitor (IS 13340Part -1 & 2) APFC Panel shall be in compliance withIS :16636 & CPWD Specifications etc. as per below details. (A) IncomersSuitable capacity MCCB Microprocessor base withO/C, S/C, E/L release of TPN 50KA breaking capacity(Ics=Icu), ON, OFF, Trip, R, Y, B - LED IndicatingLamp set along with required Instruments andaccessories with extended rotary handle and doorinterlocking arrangement. Current rating of the184DELHI SCHEDULE OF RATES (E&M)-2025Incomer in ampere shall be APFC Panel rating inKVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessorrelay/controller , advance 8/12 stages (8 stages forcapacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMPport open protocol for BMS integration as perapproved by Engineering in charge and havingdisplay of Phase wise V, A, PF, Cos-Phi, Kw, KVA,KVAR, THD-V , THD-I, harmonics up to 31 level. 3nos of dual core CT's accuracy class 1, 15VA atincomer of PCC Panelfor APFC relay. Auto Manual Selector switch, auxiliary contactorswith timer for delay in manual mode.Digital Multi function meter with LED Display for V,A, PF, KW, KVA, KVAR, THD-V & I, Frequency.Suitable rating control transformer shall be providedfor control and indication circuit. All components like control transformer, meter, relayand indicating lamp shall be protected by usingsuitable rating individual MCB's.Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulatedmulti stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolyticgrade Aluminium bus bar of capacity 1.25 times ofincomer rating as per CPWD specification. Outgoings (APFC Section) Selection of thecapacitors combinations shall be for continuousrating and each capacitor bank shall have suitablecapacity Heavy Duty ISI Marked Capacitor, capacitorduty contactor,the capacitor shall be mounted onchannel with base of perforated M SPowder coatedsheet, connections inter connections etc. and otherfeatures as per CPWD Specifications and relevant ISCode having following: Capacitor bank ratings & stages shall be as per thetechnical specifications sheet of NIT. Capacitor will be MPP self healing type withdischarge resistor,pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higherKVAR has to be considered to get rated output at 415Volts. 50 KVAR185DELHI SCHEDULE OF RATES (E&M)-2025(iv) 14 Detuned Reactor of class H insulation &150 linearity in se Each 2.00 219,906.00 439,812.00
Electrical 2- Column and dome electrification
141 Item 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c Km 0.10 141,842.00 14,184.20
142 Item 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 0.15 121,417.00 18,212.55
148 Item 2.5.1 4 Way (4 and 12),double door Each 2.00 7,512.00 15,024.00
151 Item 40787 LED Floodlight 70W Each 20.00 6,768.00 135,360.00
152 Item 4.1.1 100mm width x 50mm depthx1.6mm thickness m 400.00 543.00 217,200.00
153 Item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 100.00 53.10 5,310.00
Electrical 3 - LV Works
154 Item 3.6.11 TV/Telephone Socket Each 241.00 156.00 37,596.00
155 Item 3.6.12 RJ45/I.O Outlet Cat-6 - Data/CCTV Each 275.00 337.00 92,675.00
158 Item 6 Supplying and drawing UTP-CAT 6E LAN cable.-Data/CCTV m 29,000.00 38.00 1,102,000.00
167 Item 8.12.1 48 Port 10/100 patch panel Each 2.00 14,120.00 28,240.00
168 Item 8.12.2 24 Port 101100 patch panel Each 14.00 4,100.00 57,400.00
169 Item 8.12.3 16 Port 10/100 patch panel Each 6.00 3,050.00 18,300.00
179 8.2.8 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.50pair m 96.00 406.00 38,976.00
180 40.1.1 2 MP IP IR Dome Camera 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera Each 80.00 8,048.00 643,840.00
181 40.6 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features Each 28.00 12,525.00 350,700.00
182 40.9.3 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features Each 2.00 107,974.00 215,948.00
183 40.11.2 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned Each 6.00 82,600.00 495,600.00
184 40.12 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) Each 6.00 20,119.00 120,714.00
Electrical 4 - Lightning Mast
185 9.3.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long GI tube having prong at the top with 85mm dia 6 mm thick base plate including holes etc. complete as required..CPWD…CH-6-6.2 Each 21.00 518.00 10,878.00
186 9.3.2 Jointing copper / GI tape by rieting/nut bolting/sweating and soldering etc. as required..CPWD…CH-6-6.3 Each 21.00 113.00 2,373.00
187 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts...Item No.12.57 No 63.00 4,256.00 268,128.00
Electrical 5 - Telephone and CCTV
189 MR-1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 200.00 820.00 164,000.00
190 MR-2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 52.00 700.00 36,400.00
191 MR-3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 40.00 850.00 34,000.00
192 MR-4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 48.00 2,200.00 105,600.00
193 MR-5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 4.00 67,000.00 268,000.00
194 MR-6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2.00 52,000.00 104,000.00
195 MR-7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1.00 130,000.00 130,000.00
196 MR-8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 450,000.00 450,000.00
197 MR-9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 1.00 4,850.00 4,850.00
198 MR-10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125micro meter. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 300.00 112.00 33,600.00
199 MR-11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 micrometer (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 50.00 278.00 13,900.00
200 MR-12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /Derwiser/ Rit. Each 2.00 17,000.00 34,000.00
201 MR-13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 1.00 28,500.00 28,500.00
202 MR-14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 24.00 2,400.00 57,600.00
203 MR-15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 17,000.00 17,000.00
204 MR-16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 354.00 200.00 70,800.00
205 MR-17 Supplying, fixing, and configuring 10G Base-SR (SFP+) simplex MM transceiver erected in provided rack complete. Each 1.00 29,027.00 29,027.00
206 MR-18 Supplying, installing and testing UTP connector (RJ-45)-for CCTV Each 393.00 79.00 31,047.00
207 MR-19 Supplying and fixing SC/LC type multimode pigtails (OM3) for LIU to terminate OFC in LIU Each 24.00 826.00 19,824.00
208 MR-20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 1.00 97,337.00 97,337.00
209 MR-21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. Mtr 80.00 733.00 58,640.00
Electrical 6 - Lifts
210 item 14.4.4 Rated capacity - 13 Passenger/680Kg - Item No.14.4.4 - 6stops Job 5.00 1,970,562.93 9,852,814.65
211 item Sr.32.Item No.32.05.CSR-23-24 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.05…CSR-23-24 Km 0.60 139,549.00 83,729.40
212 item Sr.32.Item No.32.07.CSR-23-24 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.07…CSR-23-24 Km 0.24 141,842.00 34,042.08
213 item Sr.32.Item No.32.01.CSR-23-24 6 Sqmm, 2 Core, (24 GI Wire - 1.4 mm)…Sr.32...Item No.32.01…CSR-23-24 Km 0.70 63,406.00 44,384.20
215 item 3.6.1 6A One Way Switch Each 48.00 102.00 4,896.00
216 item 3.6.7 16A One Way Switch Each 48.00 180.00 8,640.00
217 item 40243 6/16A Universal Socket Each 48.00 236.00 11,328.00
218 item 40664 LED square or round down light 5-6W Each 48.00 571.00 27,408.00
219 item 41456 On wall/ ceiling / Rafter / Girders Each 48.00 122.00 5,856.00
230 item 12.60.1 Using 4ft. Copper bonded rod with backfill compound Kit 32.00 4,528.00 144,896.00
232 item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 50.00 45.00 2,250.00
Special ornamental finish Work for RCC columns
233 7.38.1.2, CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm 1,371.31 2,904.77 3,983,340.15
234 8.20.1, CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut Sqm 317.60 3,047.78 967,974.93
Electrical for Borewell
235 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2). Upto 12.5 HP (5.2.1) Each 2.00 7,455.00 14,910.00
236 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 247,800.00
237 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) Km 0.12 139,549.00 16,745.88
238 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) Km 0.12 20,886.00 2,506.32
239 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 73,548.00
240 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 25,920.00
241 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 5,424.00
242 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. Kvar 10.00 480.00 4,800.00
243 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 482.00
244 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete50mm OD Mtr 200.00 101.00 20,200.00
245 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 652.26
247 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 8,688.00
9 BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS 715,046.70
10 STILT FLOOR WATER SUPPLY & SANITARY WORKS 853,787.13
11 GROUND FLOOR WATER SUPPLY & SANITARY WORKS 1,031,833.90
12 FIRST FLOOR WATER SUPPLY & SANITARY WORKS 1,045,532.25
13 SECOND FLOOR WATER SUPPLY & SANITARY WORKS 1,060,285.71
14 THIRD FLOOR WATER SUPPLY & SANITARY WORKS 1,114,775.15
15 Sump tank 2,111,042.81
16 Borewell 352,375.80
BASEMENT FLOOR PL (Labour) Pc (Cement) Ps (Reinforcement Steel) Fuel & Lubricant Pp (Plant & Machiney spares) Pm (Other materials) Total Pb (Bitumin)
Sl Item Code Perticulars Unit Qty. Final Rate Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount Cost as per DATA Rate % Amount % Amount Cost as per DATA Rate % Amount
1 Vol-1, Pg -8, 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 539.60 99.75 53,825.10 9.49 2% 10.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.36 67.52 36342.71 22.905 32.46 17471.63 100.00 53825.10
2 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 1,643.78 107.10 176,048.84 4.91 4.58 8063.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.34 11.52 20280.83 89.85 83.90 147704.98 100.00 176048.84
3 Vol-1, Pg -9 1.15.2 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m Cum 3,649.14 446.25 1,628,428.72 303.80 68.08 1108634.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.68 15.17 247032.64 74.77 16.75 272761.81 100.00 1628428.72
4 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 752.49 185.85 139,850.27 23.80 12.81 17914.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.05 87.19 121935.45 100.00 139850.27
5 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 3,153.70 125.14 394,654.02 12.50 9.99 39425.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.64 90.01 355228.08 100.00 394654.02
6 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 572.55 5,034.19 2,882,325.48 167.88 3.33 95981.44 1525.10 30.29 873056.39 0.00 0.00 0.00 0.00 0.00 0.00 261.38 5.19 149592.69 3079.83 61.19 1763694.96 100.00 2882325.48
7 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 2,642.28 6,595.25 17,426,497.17 198.33 3.01 524537.56 2045.10 31.01 5403956.77 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.96 690089.29 4090.44 62.02 10807913.54 100.00 17426497.17
8 Vol-1, Pg -7 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,233.00 279.30 344,376.90 117.80 42.18 145258.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161.50 57.82 199118.72 100.00 344376.90
9 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,606.00 454.65 730,167.90 117.80 25.91 189186.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.85 74.09 540981.40 100.00 730167.90
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 21.23 6,346.03 134,726.22 198.33 3.13 4216.93 1615.10 25.45 34287.82 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.12 5550.72 4271.22 67.30 90670.75 100.00 134726.22
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 302.87 85,046.80 25,758,124.32 9991.20 11.75 3026579.61 0.00 0.00 0.00 63508.50 74.67 19233591.43 0.00 0.00 0.00 431.64 0.51 131366.43 11115.46 13.07 3366586.85 100.00 25758124.32
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 64.17 8,460.67 542,921.19 1246.49 14.73 79972.29 1400.00 16.55 89853.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5814.18 68.72 373095.44 100.00 542921.19
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 17.50 1,091.25 19,096.88 232.29 21.29 4065.73 130.42 11.95 2282.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 728.54 66.76 12749.08 100.00 19096.88
14 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.35 104,793.31 36,677.66 71116.00 67.86 24889.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.86 1782.53 28584.12 27.28 10005.67 100.00 36677.66
15 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 4.00 1,076.41 4,305.64 559.55 51.98 2238.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 516.86 48.02 2067.57 100.00 4305.64
16 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 9.45 7,513.64 71,003.90 1930.02 25.69 18240.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.23 3713.50 5190.99 69.08 49049.49 100.00 71003.90
17 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,806.19 9,083.70 867.12 18.04 1638.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3939.07 81.96 7445.00 100.00 9083.70
18 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,181.40 1,181.40 70.50 5.97 70.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1110.90 94.03 1110.87 100.00 1181.40
19 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 3.38 11,435.37 38,651.55 1793.57 15.68 6060.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.82 703.46 9433.87 82.50 31887.53 100.00 38651.55
20 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 26.00 531.31 13,814.06 100.00 18.82 2599.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.31 81.18 11214.25 100.00 13814.06
21 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 20.00 5,536.87 110,737.40 3871.00 69.91 77416.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1665.87 30.09 33320.88 100.00 110737.40
22 Vol-2, Pg -78 11.6.1 supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 30.40 2,792.30 84,885.92 1400.00 50.14 42561.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1392.30 49.86 42324.12 100.00 84885.92
23 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 12.00 463.44 5,561.28 111.60 24.08 1339.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 351.84 75.92 4222.12 100.00 5561.28
24 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 11.00 461.32 5,074.52 6.20 1.34 68.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 455.12 98.66 5006.52 100.00 5074.52
25 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 12.00 264.06 3,168.72 5.72 2.17 68.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 258.34 97.83 3099.96 100.00 3168.72
26 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 24.00 291.64 6,999.36 15.50 5.31 371.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276.14 94.69 6627.69 100.00 6999.36
27 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 14.80 7,141.41 105,692.87 212.35 2.97 3139.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.91 17872.66 5721.21 80.12 84681.13 100.00 105692.87
28 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 39.60 6,065.00 240,174.00 181.35 2.99 7181.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5883.65 97.01 232992.80 100.00 240174.00
29 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,160.00 194.07 419,191.20 68.39 35.24 147722.98 0.00 0.00 0.00 13.35 6.88 28840.35 0.00 0.00 0.00 0.00 0.00 0.00 112.33 57.88 242627.87 100.00 419191.20
30 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,532.24 599.18 918,087.56 136.40 22.76 208956.73 0.00 0.00 0.00 322.50 53.82 494114.72 0.00 0.00 0.00 0.00 0.00 0.00 140.28 23.42 215016.11 100.00 918087.56
31 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 6,052.52 268.31 1,623,951.64 138.63 51.67 839095.81 2.88 1.07 17376.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 126.80 47.26 767479.55 100.00 1623951.64
32 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 95.39 40.30 3,844.22 35.67 88.50 3402.13 0.21 0.52 19.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.42 10.98 422.10 100.00 3844.22
33 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 405.11 440,824.50 210.55 51.97 229096.49 3.60 0.89 3923.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.96 47.14 207804.67 100.00 440824.50
34 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 8,486.02 106.05 899,942.42 52.00 49.03 441241.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.05 50.97 458700.65 100.00 899942.42
35 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 284.79 3,020.30 860,151.24 425.52 14.09 121195.31 29.30 0.97 8343.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2565.48 84.94 730612.46 100.00 860151.24
36 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 31.71 5,648.22 179,105.06 296.90 5.26 9420.93 17.90 0.32 573.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5333.42 94.42 169111.00 100.00 179105.06
37 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 232.67 347.84 80,931.93 268.65 77.23 62503.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 79.19 22.77 18428.20 100.00 80931.93
38 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 43.47 333.00 14,475.51 38.60 11.59 1677.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 294.40 88.41 12797.80 100.00 14475.51
39 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 4.09 1,210.03 4,949.02 241.80 19.98 988.81 19.34 1.60 79.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 948.89 78.42 3881.02 100.00 4949.02
40 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 2,384.52 840.98 2,005,333.63 350.09 41.63 834820.39 123.65 14.70 294784.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 367.24 43.67 875729.20 100.00 2005333.63
41 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 8,486.02 167.56 1,421,917.51 60.17 35.91 510610.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 107.39 64.09 911306.93 100.00 1421917.51
42 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 165.44 180,025.19 56.76 34.31 61766.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.68 65.69 118258.55 100.00 180025.19
43 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.60 121.96 16,293.86 68.82 56.43 9194.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.14 43.57 7099.23 100.00 16293.86
44 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 56.21 2,226.48 33.76 60.06 1337.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.45 39.94 889.26 100.00 2226.48
45 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 146.35 5,796.92 60.17 41.11 2383.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.18 58.89 3413.81 100.00 5796.92
46 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. /letter/cm height 10,000.00 4.24 42,400.00 2.47 58.25 24698.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.77 41.75 17702.00 100.00 42400.00
47 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 685.50 866.43 593,937.76 179.80 20.75 123242.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 686.63 79.25 470695.67 100.00 593937.76
48 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 315.00 308.61 97,212.15 85.63 27.75 26976.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 222.98 72.25 70235.78 100.00 97212.15
49 Vol-2, Pg -77 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 5,026.00 114.53 575,627.78 23.79 20.77 119557.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90.74 79.23 456069.89 100.00 575627.78
50 Vol-2, Pg -31 7.49.1 supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with Truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/Sqm K (max) Sqm 179.50 4,125.35 740,500.32 72.50 1.76 13032.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4052.85 98.24 727467.51 100.00 740500.32
51 Vol-2, Pg -83 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 514.80 129.38 66,604.82 24.00 18.55 12355.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.38 81.45 54249.63 100.00 66604.82
52 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72 2.94 0.51 252.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 578.21 99.49 49330.84 100.00 49583.72
53 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 148.80 2,121.00 315,604.80 45.50 2.15 6785.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2075.50 97.85 308819.30 100.00 315604.80
54 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 148.80 768.86 114,406.37 105.91 13.77 15753.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 662.95 86.23 98652.61 100.00 114406.37
55 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,607.62 3.18 8,292.23 1.96 61.74 5119.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.22 38.26 3172.61 100.00 8292.23
56 Vol-2, Pg -175 17.5 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 393.00 1,190.94 468,039.42 35.00 2.94 13760.36 365.00 30.65 143454.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 790.94 66.41 310824.98 100.00 468039.42
57 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 14.80 1,908.90 28,251.72 195.00 10.22 2887.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1713.90 89.78 25364.39 100.00 28251.72
1 CPWD-Vol-1, Pg -91, It. 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 5,473.69 1,519.64 8,318,038.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1519.64 100.00 8318038.27 100.00 8318038.27
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 521.43 527.62 275,116.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 527.62 100.00 275116.90 100.00 275116.90
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 456.82 197.86 90,386.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.86 100.00 90386.41 100.00 90386.41
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 155.75 4,616.67 719,046.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4616.67 100.00 719046.35 100.00 719046.35
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 578.03 659.52 381,222.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 659.52 100.00 381222.35 100.00 381222.35
6 Vol-1, Pg -111 SL No-2, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per Cum is 50 percent Cum 118.07 3,297.62 389,349.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3297.62 100.00 389349.99 100.00 389349.99
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 7.73 3,807.62 29,432.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3807.62 100.00 29432.90 100.00 29432.90
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 13.50 2,855.71 38,552.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2855.71 100.00 38552.08 100.00 38552.08
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 213.50 4,616.67 985,659.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4616.67 100.00 985659.04 100.00 985659.04
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 221.32 3,957.15 875,796.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3957.15 100.00 875796.44 100.00 875796.44
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 364.30 3,297.62 1,201,322.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3297.62 100.00 1201322.97 100.00 1201322.97
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 13.06 3,297.62 43,066.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3297.62 100.00 43066.92 100.00 43066.92
1 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 116.51 107.10 12,478.22 4.91 4.58 571.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.34 11.52 1437.49 89.85 83.90 10469.23 100.00 12478.22
2 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 45.04 185.85 8,370.68 23.80 12.81 1072.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.05 87.19 7298.40 100.00 8370.68
3 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 436.77 123.90 54,115.80 12.50 10.09 5460.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.40 89.91 48655.52 100.00 54115.80
4 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 101.90 4,984.35 507,905.26 167.88 3.37 17116.41 1525.10 30.60 155419.01 0.00 0.00 0.00 0.00 0.00 0.00 261.38 5.24 26614.24 3029.99 60.79 308755.61 100.00 507905.26
5 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 1,043.91 6,529.95 6,816,680.10 198.33 3.04 207227.08 2045.10 31.32 2134984.21 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.00 272667.20 4025.14 61.64 4201801.61 100.00 6816680.10
6 Vol-2, Pg -9 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1612 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 16 (1 cement 6 coarse sand) Cum 55.59 5,864.25 325,993.66 1500.00 25.58 83389.18 1100.00 18.76 61156.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3264.25 55.66 181448.07 100.00 325993.66
7 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 88.00 454.65 40,009.20 117.80 25.91 10366.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.85 74.09 29642.82 100.00 40009.20
8 Vol-1, Pg -7 1.8 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 238.70 497.70 118,800.99 2.62 0.53 629.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.20 7.47 8874.43 457.89 92.00 109296.91 100.00 118800.99
9 Vol-1, Pg -18 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm5 Grade Cum 39.73 6,345.15 252,092.81 167.88 2.65 6680.46 1925.10 30.34 76484.96 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.12 10386.22 3990.79 62.89 158541.17 100.00 252092.81
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 100.68 6,283.20 632,592.58 198.33 3.16 19989.93 1615.10 25.71 162639.55 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.16 26315.85 4208.39 66.97 423647.25 100.00 632592.58
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 166.41 84,204.75 14,012,512.45 9991.20 11.87 1663285.23 0.00 0.00 0.00 63508.50 75.42 10568236.89 0.00 0.00 0.00 431.64 0.51 71463.81 10273.41 12.20 1709526.52 100.00 14012512.45
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 378.48 8,376.90 3,170,489.11 1246.49 14.88 471768.78 2341.50 27.95 886151.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4788.91 57.17 1812568.62 100.00 3170489.11
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 162.66 1,080.45 175,746.00 232.29 21.50 37785.39 130.42 12.07 21212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 717.74 66.43 116748.07 100.00 175746.00
14 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 36.10 2,117.85 76,454.38 917.87 43.34 33135.33 478.33 22.59 17271.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 721.64 34.07 26048.01 100.00 76454.38
15 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.08 103,755.75 8,300.46 71116.00 68.54 5689.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.91 407.55 27546.56 26.55 2203.77 100.00 8300.46
16 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 27.00 1,065.75 28,775.25 559.55 52.50 15107.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 506.20 47.50 13668.24 100.00 28775.25
17 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 34.23 4,320.75 147,899.27 119.40 2.76 4082.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4201.35 97.24 143817.25 100.00 147899.27
18 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 8.82 7,439.25 65,614.18 1930.02 25.94 17020.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.28 3464.43 5116.60 68.78 45129.43 100.00 65614.18
19 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,758.60 8,993.75 867.12 18.22 1638.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3891.48 81.78 7355.09 100.00 8993.75
20 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,169.70 1,169.70 70.50 6.03 70.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1099.20 93.97 1099.17 100.00 1169.70
21 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 59.77 11,322.15 676,724.91 1793.57 15.84 107193.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.84 12451.74 9320.65 82.32 557079.95 100.00 676724.91
22 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 23.40 526.05 12,309.57 100.00 19.01 2340.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 426.05 80.99 9969.52 100.00 12309.57
23 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 17.10 5,482.05 93,743.06 3871.00 70.61 66191.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1611.05 29.39 27551.09 100.00 93743.06
24 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 50.00 458.85 22,942.50 111.60 24.32 5579.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 347.25 75.68 17362.88 100.00 22942.50
25 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 41.00 456.75 18,726.75 6.20 1.36 254.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 450.55 98.64 18472.07 100.00 18726.75
26 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 50.00 261.45 13,072.50 5.72 2.19 286.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 255.73 97.81 12786.21 100.00 13072.50
27 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 100.00 288.75 28,875.00 15.50 5.37 1550.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 273.25 94.63 27324.41 100.00 28875.00
28 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 41.80 250.95 10,489.71 36.27 14.45 1515.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 214.68 85.55 8973.95 100.00 10489.71
29 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 13.86 6,557.25 90,883.48 212.35 3.24 2944.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6344.90 96.76 87938.86 100.00 90883.48
30 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 57.54 7,070.70 406,848.08 212.35 3.00 12205.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 17.08 69489.65 5650.50 79.92 325152.99 100.00 406848.08
31 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 7.80 6,004.95 46,838.61 181.35 3.02 1414.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5823.60 96.98 45424.08 100.00 46838.61
32 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 3,680.88 192.15 707,281.09 68.39 35.59 251721.34 0.00 0.00 0.00 13.35 6.95 49156.04 0.00 0.00 0.00 0.00 0.00 0.00 110.41 57.46 406403.71 100.00 707281.09
33 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 5,601.02 593.25 3,322,805.12 136.40 22.99 763912.90 0.00 0.00 0.00 322.50 54.36 1806276.86 0.00 0.00 0.00 0.00 0.00 0.00 134.35 22.65 752615.36 100.00 3322805.12
34 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 4,573.26 265.65 1,214,886.52 138.63 52.19 634049.27 2.88 1.08 13120.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 124.14 46.73 567716.47 100.00 1214886.52
35 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,605.55 39.90 143,861.44 35.67 89.39 128597.74 0.21 0.53 762.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.02 10.08 14501.23 100.00 143861.44
36 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.18 401.10 713,629.10 210.55 52.49 374583.91 3.60 0.90 6422.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.95 46.61 332622.52 100.00 713629.10
37 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 9,040.00 69.30 626,472.00 55.41 79.95 500864.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.90 20.05 125607.64 100.00 626472.00
38 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,578.21 105.00 690,712.05 52.00 49.52 342040.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.00 50.48 348671.44 100.00 690712.05
39 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 737.98 2,990.40 2,206,855.39 425.52 14.23 314035.52 29.30 0.98 21627.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2535.58 84.79 1871192.69 100.00 2206855.39
40 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 112.69 5,592.30 630,196.29 296.90 5.31 33463.42 17.90 0.32 2016.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5277.50 94.37 594716.24 100.00 630196.29
41 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 421.37 344.40 145,119.83 268.65 78.01 113207.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.75 21.99 31911.85 100.00 145119.83
42 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 166.97 329.70 55,050.01 38.60 11.71 6446.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291.10 88.29 48603.65 100.00 55050.01
43 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 591.92 1,198.05 709,149.76 241.80 20.18 143106.42 19.34 1.61 11417.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 936.91 78.21 554626.03 100.00 709149.76
44 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 1,637.89 832.65 1,363,789.11 350.09 42.05 573473.32 123.65 14.85 202522.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 358.91 43.10 587793.11 100.00 1363789.11
45 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 129.02 2,711.10 349,786.12 425.50 15.69 54881.44 33.20 1.22 4267.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2252.40 83.09 290637.29 100.00 349786.12
46 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 218.72 1,407.00 307,739.04 302.25 21.48 66102.35 19.34 1.37 4216.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1085.41 77.15 237420.67 100.00 307739.04
47 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,578.25 165.90 1,091,331.68 60.17 36.27 395826.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105.73 63.73 695505.68 100.00 1091331.68
48 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.19 163.80 291,431.32 56.76 34.65 100980.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 107.04 65.35 190450.37 100.00 291431.32
49 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 187.83 120.75 22,680.47 68.82 56.99 12925.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.93 43.01 9754.87 100.00 22680.47
50 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 55.65 17,087.89 33.76 60.66 10365.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.89 39.34 6722.38 100.00 17087.89
51 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 144.90 44,492.99 60.17 41.53 18477.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.73 58.47 26015.05 100.00 44492.99
52 Vol-3, Pg-51 6.8.2 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 632018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H IRC - IRC SP 632018 Sqm 444.60 1,219.05 541,989.63 151.00 12.39 67152.52 121.00 9.93 53819.57 0.00 0.00 0.00 0.00 0.00 0.00 180.00 14.77 80051.87 767.05 62.91 340965.68 100.00 541989.63
53 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/Sqm & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with suspension system of approved make. Sqm 246.07 2,354.10 579,273.39 309.07 13.13 76058.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2045.03 86.87 503214.79 100.00 579273.39
54 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/Sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 336.58 2,076.90 699,043.00 309.07 14.88 104017.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1767.83 85.12 595025.40 100.00 699043.00
55 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 10,000.00 4.20 42,000.00 2.47 58.80 24696.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.73 41.20 17304.00 100.00 42000.00
56 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.40 2,924.25 15,790.95 314.13 10.74 1695.95 1.68 0.06 9.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2608.44 89.20 14085.53 100.00 15790.95
57 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 60.17 3,782.10 227,568.96 543.00 14.36 32678.90 29.30 0.77 1752.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3209.80 84.87 193137.78 100.00 227568.96
58 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in Sqm.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ Sqm degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 23.10 3,195.15 73,807.96 492.56 15.42 11381.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2702.59 84.58 62426.77 100.00 73807.96
59 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 237.31 857.85 203,576.38 179.80 20.96 42669.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 678.05 79.04 160906.77 100.00 203576.38
60 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 200.00 305.55 61,110.00 85.63 28.03 17129.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 219.92 71.97 43980.87 100.00 61110.00
61 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 575.40 49,093.13 2.94 0.51 250.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 572.46 99.49 48842.76 100.00 49093.13
62 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,100.00 561,960.00 45.50 2.17 12194.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2054.50 97.83 549765.47 100.00 561960.00
63 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 761.25 203,710.50 105.91 13.91 28336.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 655.34 86.09 175374.37 100.00 203710.50
64 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 101.94 1,890.00 192,666.60 195.00 10.32 19883.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1695.00 89.68 172783.41 100.00 192666.60
65 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,854.98 3.15 8,993.19 1.96 62.33 5605.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.19 37.67 3387.73 100.00 8993.19
1 CPWD Vol-1, Pg -91 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 197.81 1,504.60 297,624.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1504.60 100.00 297624.93 100.00 297624.93
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 16.90 522.40 8,828.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 522.40 100.00 8828.56 100.00 8828.56
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 69.45 195.90 13,605.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 195.90 100.00 13605.26 100.00 13605.26
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 4.91 4,570.96 22,443.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4570.96 100.00 22443.41 100.00 22443.41
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 83.16 653.00 54,303.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 653.00 100.00 54303.48 100.00 54303.48
6 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 39.73 634.52 25,209.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 634.52 100.00 25209.48 100.00 25209.48
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 29.97 3,769.92 112,984.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3769.92 100.00 112984.50 100.00 112984.50
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 70.71 2,827.44 199,928.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2827.44 100.00 199928.28 100.00 199928.28
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 186.05 4,570.96 850,427.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4570.96 100.00 850427.11 100.00 850427.11
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 320.22 3,917.97 1,254,612.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3917.97 100.00 1254612.35 100.00 1254612.35
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 319.10 3,264.98 1,041,855.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3264.98 100.00 1041855.12 100.00 1041855.12
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 44.12 3,264.98 144,050.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3264.98 100.00 144050.92 100.00 144050.92
13 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 150,097.19 420,272.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150097.19 100.00 420272.13 100.00 420272.13
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 764.02 6,595.25 5,038,902.90 198.33 3.01 151670.98 2045.10 31.01 1562563.79 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.96 199540.55 4090.44 62.02 3125127.58 100.00 5038902.90
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 63.35 6,346.03 402,021.00 198.33 3.13 12583.26 1615.10 25.45 102314.34 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.12 16563.27 4271.22 67.30 270560.13 100.00 402021.00
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 500.57 8,460.67 4,235,157.58 1246.49 14.73 623838.71 2341.50 27.68 1172291.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4872.68 57.59 2439027.25 100.00 4235157.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,091.25 49,630.05 232.29 21.29 10566.24 130.42 11.95 5930.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 728.54 66.76 33133.02 100.00 49630.05
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 140.01 85,046.80 11,907,402.47 9991.20 11.75 1399119.79 0.00 0.00 0.00 63508.50 74.67 8891257.42 0.00 0.00 0.00 431.64 0.51 60727.75 11115.46 13.07 1556297.50 100.00 11907402.47
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 13.19 2,139.03 28,213.81 917.87 42.91 12106.55 478.33 22.36 6308.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 742.82 34.73 9798.66 100.00 28213.81
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.50 104,793.31 52,396.66 71116.00 67.86 35556.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.86 2546.48 28584.12 27.28 14293.81 100.00 52396.66
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 28.00 1,076.41 30,139.48 559.55 51.98 15666.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 516.86 48.02 14472.98 100.00 30139.48
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 13.65 4,363.96 59,568.05 119.40 2.74 1632.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4244.56 97.26 57935.89 100.00 59568.05
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4.41 7,513.64 33,135.15 1930.02 25.69 8512.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.23 1732.97 5190.99 69.08 22889.76 100.00 33135.15
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 5.67 4,806.19 27,251.10 867.12 18.04 4916.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3939.07 81.96 22335.00 100.00 27251.10
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 5.00 1,181.40 5,907.00 70.50 5.97 352.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1110.90 94.03 5554.35 100.00 5907.00
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 75.08 11,435.37 858,567.58 1793.57 15.68 134623.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.82 15625.93 9433.87 82.50 708318.25 100.00 858567.58
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 40.00 463.44 18,537.60 111.60 24.08 4463.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 351.84 75.92 14073.75 100.00 18537.60
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 54.00 461.32 24,911.28 6.20 1.34 333.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 455.12 98.66 24577.47 100.00 24911.28
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 54.00 264.06 14,259.24 5.72 2.17 309.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 258.34 97.83 13949.81 100.00 14259.24
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 216.00 291.64 62,994.24 15.50 5.31 3344.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276.14 94.69 59649.25 100.00 62994.24
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 52.20 253.46 13,230.61 36.27 14.31 1893.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 217.19 85.69 11337.31 100.00 13230.61
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.22 6,622.82 114,044.96 212.35 3.21 3660.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6410.47 96.79 110384.12 100.00 114044.96
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 173.40 7,141.41 1,238,320.49 212.35 2.97 36778.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.91 209399.99 5721.21 80.12 992142.38 100.00 1238320.49
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 15.84 6,065.00 96,069.60 181.35 2.99 2872.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5883.65 97.01 93197.12 100.00 96069.60
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 6,778.50 194.07 1,315,503.50 68.39 35.24 463583.43 0.00 0.00 0.00 13.35 6.88 90506.64 0.00 0.00 0.00 0.00 0.00 0.00 112.33 57.88 761413.43 100.00 1315503.50
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 599.18 2,099,221.14 136.40 22.76 477782.73 0.00 0.00 0.00 322.50 53.82 1129800.82 0.00 0.00 0.00 0.00 0.00 0.00 140.28 23.42 491637.59 100.00 2099221.14
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,533.89 268.31 1,484,798.03 138.63 51.67 767195.14 2.88 1.07 15887.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 126.80 47.26 701715.55 100.00 1484798.03
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,710.68 39.90 148,056.13 35.67 89.39 132347.37 0.21 0.53 784.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.02 10.08 14924.06 100.00 148056.13
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 405.11 355,654.17 210.55 51.97 184833.47 3.60 0.89 3165.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 190.96 47.14 167655.38 100.00 355654.17
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 69.99 542,002.56 55.41 79.16 429049.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.59 20.84 112953.33 100.00 542002.56
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,679.40 106.05 814,400.37 52.00 49.03 399300.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.05 50.97 415099.87 100.00 814400.37
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,255.99 3,020.30 3,793,466.60 425.52 14.09 534499.44 29.30 0.97 36796.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2565.48 84.94 3222170.53 100.00 3793466.60
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 76.64 5,648.22 432,879.58 296.90 5.26 22769.47 17.90 0.32 1385.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5333.42 94.42 408724.90 100.00 432879.58
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 678.63 347.84 236,054.66 268.65 77.23 182305.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 79.19 22.77 53749.65 100.00 236054.66
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 333.00 33,076.89 38.60 11.59 3833.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 294.40 88.41 29243.28 100.00 33076.89
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 831.81 1,210.03 1,006,515.05 241.80 19.98 201101.71 19.34 1.60 16104.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 948.89 78.42 789309.10 100.00 1006515.05
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,738.21 161,554.39 425.50 15.54 25105.55 33.20 1.21 1954.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2279.51 83.25 134494.03 100.00 161554.39
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 419.39 1,421.07 595,982.55 302.25 21.27 126765.49 19.34 1.36 8105.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1099.48 77.37 461111.70 100.00 595982.55
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,628.83 167.56 1,278,286.75 60.17 35.91 459032.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 107.39 64.09 819253.98 100.00 1278286.75
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 165.44 145,243.08 56.76 34.31 49832.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.68 65.69 95410.18 100.00 145243.08
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 53.03 14,378.55 30.78 58.05 8346.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.25 41.95 6031.80 100.00 14378.55
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 120.75 32,740.16 68.82 56.99 18658.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.93 43.01 14081.54 100.00 32740.16
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 56.21 5,614.25 33.76 60.06 3371.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.45 39.94 2242.33 100.00 5614.25
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 146.35 14,617.44 60.17 41.11 6009.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.18 58.89 8608.21 100.00 14617.44
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.76 2,953.49 17,012.10 314.13 10.64 1810.09 1.68 0.06 10.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2637.68 89.30 15191.81 100.00 17012.10
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,819.92 539,907.49 543.00 14.21 76720.85 29.30 0.77 4157.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3247.62 85.02 459029.35 100.00 539907.49
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.89 3,227.10 93,230.92 492.56 15.26 14227.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2734.54 84.74 79003.88 100.00 93230.92
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 866.43 61,351.91 179.80 20.75 12730.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 686.63 79.25 48621.39 100.00 61351.91
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 170.83 2,377.64 406,172.24 309.07 13.00 52802.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2068.57 87.00 353369.85 100.00 406172.24
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,097.67 1,089,550.77 309.07 14.73 160490.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1788.60 85.27 929059.94 100.00 1089550.77
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.24 16,960.00 2.47 58.25 9879.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.77 41.75 7080.80 100.00 16960.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 308.61 49,377.60 85.63 27.75 13702.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 222.98 72.25 35675.32 100.00 49377.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72 2.94 0.51 252.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 578.21 99.49 49330.84 100.00 49583.72
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,121.00 201,070.80 45.50 2.15 4323.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2075.50 97.85 196747.78 100.00 201070.80
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 768.86 72,887.93 105.91 13.77 10036.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 662.95 86.23 62851.26 100.00 72887.93
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,107.39 3.18 6,701.50 1.96 61.74 4137.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.22 38.26 2563.99 100.00 6701.50
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 243.84 1,908.90 465,466.18 195.00 10.22 47570.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1713.90 89.78 417895.54 100.00 465466.18
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 186.05 4,616.67 858,931.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4616.67 100.00 858931.45 100.00 858931.45
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 241.98 3,957.15 957,551.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3957.15 100.00 957551.16 100.00 957551.16
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 309.40 3,297.62 1,020,283.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3297.62 100.00 1020283.63 100.00 1020283.63
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Cum 26.59 3,297.62 87,683.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3297.62 100.00 87683.72 100.00 87683.72
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 18.81 2,855.71 53,715.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2855.71 100.00 53715.91 100.00 53715.91
7 CPWD Vol-1 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.36 151,598.16 357,771.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151598.16 100.00 357771.66 100.00 357771.66
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 704.89 6,660.55 4,694,955.09 198.33 2.98 139909.66 2045.10 30.70 1441351.21 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.92 184042.24 4155.74 62.40 2929651.98 100.00 4694955.09
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.53 6,408.86 400,746.02 198.33 3.09 12383.05 1615.10 25.20 100988.00 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.08 16350.44 4334.05 67.63 271024.53 100.00 400746.02
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 470.22 8,544.44 4,017,766.58 1246.49 14.59 586192.14 2341.50 27.40 1100868.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4956.45 58.01 2330706.39 100.00 4017766.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 62.82 1,102.06 69,231.41 232.29 21.08 14593.98 130.42 11.83 8190.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 739.35 67.09 46447.35 100.00 69231.41
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 131.07 85,888.84 11,257,450.26 9991.20 11.63 1309241.47 0.00 0.00 0.00 63508.50 73.94 8323758.72 0.00 0.00 0.00 431.64 0.50 56287.25 11957.50 13.93 1568162.82 100.00 11257450.26
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 12.78 2,160.21 27,607.48 917.87 42.49 11730.42 478.33 22.14 6112.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 764.00 35.37 9764.77 100.00 27607.48
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.51 105,830.87 159,804.61 71116.00 67.20 107388.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.81 7686.60 29621.68 27.99 44729.31 100.00 159804.61
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 44.00 1,087.06 47,830.64 559.55 51.47 24618.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 527.51 48.53 23212.21 100.00 47830.64
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 30.03 4,407.16 132,347.01 119.40 2.71 3586.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4287.76 97.29 128760.41 100.00 132347.01
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,588.04 117,159.34 1930.02 25.44 29805.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.17 6057.14 5265.39 69.39 81296.86 100.00 117159.34
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,853.77 73,389.00 867.12 17.86 13107.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3986.65 82.14 60281.73 100.00 73389.00
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 15.00 1,193.09 17,896.35 70.50 5.91 1057.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1122.59 94.09 16838.68 100.00 17896.35
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 88.23 11,548.59 1,018,932.10 1793.57 15.53 158240.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.80 18340.78 9547.09 82.67 842351.16 100.00 1018932.10
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 76.00 468.03 35,570.28 111.60 23.84 8479.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 356.43 76.16 27090.33 100.00 35570.28
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 56.00 465.89 26,089.84 6.20 1.33 346.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 459.69 98.67 25742.85 100.00 26089.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 56.00 266.68 14,934.08 5.72 2.14 319.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 260.96 97.86 14614.49 100.00 14934.08
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 224.00 294.52 65,972.48 15.50 5.26 3470.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 279.02 94.74 62502.33 100.00 65972.48
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 255.97 16,074.92 36.27 14.17 2277.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 219.70 85.83 13797.10 100.00 16074.92
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,688.40 140,456.40 212.35 3.17 4452.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6476.05 96.83 136003.93 100.00 140456.40
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 200.72 7,212.11 1,447,614.72 212.35 2.94 42559.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.75 242475.47 5791.91 80.31 1162579.38 100.00 1447614.72
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,125.05 114,660.94 181.35 2.96 3393.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5943.70 97.04 111266.97 100.00 114660.94
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,533.62 195.99 1,476,514.18 68.39 34.89 515155.80 0.00 0.00 0.00 13.35 6.81 100550.62 0.00 0.00 0.00 0.00 0.00 0.00 114.25 58.30 860807.77 100.00 1476514.18
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 605.11 2,119,996.83 136.40 22.54 477847.29 0.00 0.00 0.00 322.50 53.30 1129958.31 0.00 0.00 0.00 0.00 0.00 0.00 146.21 24.16 512191.24 100.00 2119996.83
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,122.27 270.96 1,387,930.28 138.63 51.16 710065.13 2.88 1.06 14712.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.45 47.78 663153.09 100.00 1387930.28
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,671.03 38.76 142,289.12 35.67 92.02 130934.45 0.21 0.54 768.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.88 7.44 10586.31 100.00 142289.12
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.44 409.12 578,266.57 210.55 51.46 297575.98 3.60 0.88 5088.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 194.97 47.66 275601.85 100.00 578266.57
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 70.69 547,423.36 55.41 78.38 429070.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.29 21.62 118352.93 100.00 547423.36
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,987.20 107.10 748,329.12 52.00 48.55 363313.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.10 51.45 385015.33 100.00 748329.12
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,224.43 3,050.21 3,734,768.63 425.52 13.95 521000.22 29.30 0.96 35853.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2595.39 85.09 3177914.63 100.00 3734768.63
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,704.15 695,906.30 296.90 5.20 36187.13 17.90 0.31 2157.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5389.35 94.49 657561.86 100.00 695906.30
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 739.73 351.29 259,859.75 268.65 76.48 198740.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82.64 23.52 61119.01 100.00 259859.75
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 336.29 33,403.69 38.60 11.48 3834.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.69 88.52 29568.94 100.00 33403.69
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.20 1,222.01 998,626.57 241.80 19.79 197628.20 19.34 1.58 15778.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 960.87 78.63 785220.07 100.00 998626.57
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.41 2,765.32 164,287.66 425.50 15.39 25283.87 33.20 1.20 1971.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2306.62 83.41 137032.34 100.00 164287.66
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 423.71 1,435.14 608,083.17 302.25 21.06 128062.32 19.34 1.35 8209.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1113.55 77.59 471811.73 100.00 608083.17
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,987.26 169.22 1,182,384.14 60.17 35.56 420455.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 109.05 64.44 761928.34 100.00 1182384.14
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.45 167.08 236,159.23 56.76 33.97 80223.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.32 66.03 155935.94 100.00 236159.23
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.34 53.55 16,136.76 30.78 57.48 9275.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.77 42.52 6861.35 100.00 16136.76
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.35 123.16 37,114.27 68.82 55.88 20739.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.34 44.12 16374.81 100.00 37114.27
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 56.76 13,783.03 33.76 59.48 8198.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 40.52 5584.88 100.00 13783.03
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 147.80 35,890.27 60.17 40.71 14610.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87.63 59.29 21279.34 100.00 35890.27
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2.70 2,982.74 8,053.40 314.13 10.53 848.02 1.68 0.06 4.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2666.93 89.41 7200.54 100.00 8053.40
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,857.74 545,252.97 543.00 14.08 76771.62 29.30 0.76 4143.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3285.44 85.16 464337.43 100.00 545252.97
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 48.14 3,259.05 156,890.67 492.56 15.11 23706.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2766.49 84.89 133184.49 100.00 156890.67
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 283.07 875.01 247,689.08 179.80 20.55 50900.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 695.21 79.45 196788.97 100.00 247689.08
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 120.65 2,401.18 289,702.37 309.07 12.87 37284.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2092.11 87.13 252417.67 100.00 289702.37
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,118.44 1,100,338.92 309.07 14.59 160539.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1809.37 85.41 939799.47 100.00 1100338.92
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.28 17,120.00 2.47 57.70 9878.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.81 42.30 7241.76 100.00 17120.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 311.66 49,865.60 85.63 27.48 13703.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 226.03 72.52 36162.53 100.00 49865.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 586.91 50,075.16 2.94 0.50 250.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 583.97 99.50 49824.79 100.00 50075.16
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 57.60 2,142.00 123,379.20 45.50 2.12 2615.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2096.50 97.88 120763.56 100.00 123379.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 57.60 776.48 44,725.25 105.91 13.64 6100.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 670.57 86.36 38624.72 100.00 44725.25
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,891.49 3.21 6,071.68 1.96 61.16 3713.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.25 38.84 2358.24 100.00 6071.68
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 267.32 1,927.80 515,339.50 195.00 10.12 52152.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1732.80 89.88 463187.14 100.00 515339.50
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70% Cum 177.84 4,662.38 829,157.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4662.38 100.00 829157.66 100.00 829157.66
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 224.89 3,996.33 898,734.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3996.33 100.00 898734.65 100.00 898734.65
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50% Cum 275.51 3,330.27 917,522.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3330.27 100.00 917522.69 100.00 917522.69
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50% Cum 26.59 3,330.27 88,551.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3330.27 100.00 88551.88 100.00 88551.88
5 Vol-1, Pg -115 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 44.16 3,845.32 169,809.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3845.32 100.00 169809.33 100.00 169809.33
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45% Cum 18.37 2,883.99 52,978.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2883.99 100.00 52978.90 100.00 52978.90
7 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 3.02 153,099.13 462,359.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 153099.13 100.00 462359.37 100.00 462359.37
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 739.14 6,725.85 4,971,344.77 198.33 2.95 146654.67 2045.10 30.41 1511785.94 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.89 193385.31 4221.04 62.75 3119518.84 100.00 4971344.77
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 61.07 6,471.70 395,226.72 198.33 3.06 12093.94 1615.10 24.96 98648.59 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.04 15967.16 4396.89 67.94 268517.03 100.00 395226.72
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 422.10 8,628.21 3,641,967.44 1246.49 14.45 526264.30 2341.50 27.14 988429.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5040.22 58.41 2127273.18 100.00 3641967.44
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,112.86 50,612.87 232.29 20.87 10562.91 130.42 11.72 5931.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 750.15 67.41 34118.14 100.00 50612.87
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 130.35 86,730.89 11,305,371.51 9991.20 11.52 1302378.80 0.00 0.00 0.00 63508.50 73.22 8277793.02 0.00 0.00 0.00 431.64 0.50 56526.86 12799.55 14.76 1668672.83 100.00 11305371.51
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,181.39 18,061.91 917.87 42.08 7600.45 478.33 21.93 3960.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 785.18 35.99 6500.48 100.00 18061.91
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.41 106,868.42 150,684.47 71116.00 66.55 100280.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.77 7187.65 30659.23 28.68 43216.31 100.00 150684.47
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 40.00 1,097.72 43,908.80 559.55 50.97 22380.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 538.17 49.03 21528.48 100.00 43908.80
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 21.84 4,450.37 97,196.08 119.40 2.68 2604.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4330.97 97.32 94591.23 100.00 97196.08
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.23 7,662.43 101,373.95 1930.02 25.19 25536.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.12 5190.35 5339.78 69.69 70647.51 100.00 101373.95
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,901.36 74,108.56 867.12 17.69 13109.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4034.24 82.31 60998.76 100.00 74108.56
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 14.00 1,204.79 16,867.06 70.50 5.85 986.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1134.29 94.15 15880.34 100.00 16867.06
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 84.52 11,661.81 985,656.18 1793.57 15.38 151593.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.78 17544.68 9660.31 82.84 816517.58 100.00 985656.18
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 68.00 472.62 32,138.16 111.60 23.61 7587.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 361.02 76.39 24550.34 100.00 32138.16
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 84.00 470.45 39,517.80 6.20 1.32 521.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 464.25 98.68 38996.17 100.00 39517.80
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 84.00 269.29 22,620.36 5.72 2.12 479.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 263.57 97.88 22140.81 100.00 22620.36
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 336.00 297.41 99,929.76 15.50 5.21 5206.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 281.91 94.79 94723.42 100.00 99929.76
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 258.48 16,232.54 36.27 14.03 2277.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 222.21 85.97 13955.11 100.00 16232.54
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,753.97 141,833.37 212.35 3.14 4453.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6541.62 96.86 137379.80 100.00 141833.37
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 193.32 7,282.82 1,407,914.76 212.35 2.92 41111.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.58 233432.27 5862.62 80.50 1133371.38 100.00 1407914.76
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 16.80 6,185.10 103,909.68 181.35 2.93 3044.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6003.75 97.07 100865.13 100.00 103909.68
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,593.12 197.91 1,502,754.38 68.39 34.55 519201.64 0.00 0.00 0.00 13.35 6.75 101435.92 0.00 0.00 0.00 0.00 0.00 0.00 116.17 58.70 882116.82 100.00 1502754.38
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 611.05 2,140,807.56 136.40 22.32 477828.25 0.00 0.00 0.00 322.50 52.78 1129918.23 0.00 0.00 0.00 0.00 0.00 0.00 152.15 24.90 533061.08 100.00 2140807.56
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,454.76 273.62 1,492,531.43 138.63 50.67 756265.68 2.88 1.05 15671.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 132.11 48.28 720594.17 100.00 1492531.43
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,489.46 41.10 184,516.81 35.67 86.78 160123.69 0.21 0.51 941.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.22 12.71 23452.09 100.00 184516.81
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.09 413.13 710,620.78 210.55 50.96 362132.35 3.60 0.87 6182.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 198.98 48.17 342306.03 100.00 710620.78
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 71.38 552,766.72 55.41 77.62 429057.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.98 22.38 123709.19 100.00 552766.72
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,577.05 108.15 819,457.96 52.00 48.08 393995.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.15 51.92 425462.57 100.00 819457.96
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,302.88 3,080.11 4,013,013.72 425.52 13.82 554598.50 29.30 0.95 38123.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2625.29 85.23 3420291.59 100.00 4013013.72
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,760.07 702,728.54 296.90 5.15 36190.52 17.90 0.31 2178.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5445.27 94.54 664359.56 100.00 702728.54
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 716.33 354.73 254,103.74 268.65 75.73 192432.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.08 24.27 61670.98 100.00 254103.74
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 339.59 33,731.47 38.60 11.37 3835.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.99 88.63 29896.20 100.00 33731.47
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.82 1,233.99 1,009,181.70 241.80 19.59 197698.70 19.34 1.57 15844.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 972.85 78.84 795638.85 100.00 1009181.70
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.75 2,792.43 166,847.69 425.50 15.24 25427.59 33.20 1.19 1985.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2333.73 83.57 139434.61 100.00 166847.69
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 420.53 1,449.21 609,436.28 302.25 20.86 127128.41 19.34 1.33 8105.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1127.62 77.81 474202.37 100.00 609436.28
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,577.13 170.88 1,294,779.97 60.17 35.21 455892.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.71 64.79 838887.94 100.00 1294779.97
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.10 168.71 290,198.07 56.76 33.64 97622.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111.95 66.36 192575.44 100.00 290198.07
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 54.08 16,425.72 30.78 56.92 9349.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.30 43.08 7076.20 100.00 16425.72
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 124.37 37,774.90 68.82 55.33 20900.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.55 44.67 16874.05 100.00 37774.90
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 57.32 11,015.76 33.76 58.90 6488.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.56 41.10 4527.48 100.00 11015.76
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 149.25 28,682.86 60.17 40.32 11564.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.08 59.68 17117.93 100.00 28682.86
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,011.98 13,011.75 314.13 10.43 1357.13 1.68 0.06 7.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2696.17 89.51 11646.82 100.00 13011.75
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,895.56 550,598.45 543.00 13.94 76753.42 29.30 0.75 4129.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3323.26 85.31 469715.54 100.00 550598.45
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 53.79 3,291.00 177,022.89 492.56 14.97 26500.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2798.44 85.03 150522.56 100.00 177022.89
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 71.71 883.59 63,362.24 179.80 20.35 12894.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 703.79 79.65 50468.02 100.00 63362.24
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,424.72 722,736.29 309.07 12.75 92148.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2115.65 87.25 630587.41 100.00 722736.29
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,139.21 1,111,127.07 309.07 14.45 160557.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1830.14 85.55 950569.21 100.00 1111127.07
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.33 17,320.00 2.47 57.03 9877.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.86 42.97 7442.40 100.00 17320.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 314.72 50,355.20 85.63 27.21 13701.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 229.09 72.79 36653.55 100.00 50355.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 592.66 50,565.75 2.94 0.50 252.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 589.72 99.50 50312.92 100.00 50565.75
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,163.00 205,052.40 45.50 2.10 4306.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2117.50 97.90 200746.30 100.00 205052.40
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 784.09 74,331.73 105.91 13.51 10042.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 678.18 86.49 64289.51 100.00 74331.73
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,146.20 3.24 6,953.69 1.96 60.60 4213.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.28 39.40 2739.75 100.00 6953.69
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,190.04 120,693.10 320.00 14.61 17633.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1870.04 85.39 103059.84 100.00 120693.10
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 259.92 1,946.70 505,986.26 195.00 10.02 50699.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1751.70 89.98 455286.44 100.00 505986.26
1 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.69 154,600.10 416,260.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 154600.10 100.00 416260.77 100.00 416260.77
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 175.45 4,708.09 826,034.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4708.09 100.00 826034.39 100.00 826034.39
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 220.90 4,035.51 891,444.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4035.51 100.00 891444.16 100.00 891444.16
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 316.40 3,362.92 1,064,027.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3362.92 100.00 1064027.89 100.00 1064027.89
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.60 3,362.92 89,453.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3362.92 100.00 89453.67 100.00 89453.67
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 42.92 3,883.02 166,645.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3883.02 100.00 166645.63 100.00 166645.63
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.08 2,912.26 52,664.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2912.26 100.00 52664.44 100.00 52664.44
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 772.69 6,791.15 5,247,453.69 198.33 2.92 153225.65 2045.10 30.11 1580008.31 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.85 202026.97 4286.34 63.12 3312192.77 100.00 5247453.69
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.69 6,534.53 409,649.69 198.33 3.04 12453.35 1615.10 24.72 101265.40 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.00 16385.99 4459.72 68.24 279544.95 100.00 409649.69
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 411.56 8,711.98 3,585,502.49 1246.49 14.31 513085.41 2341.50 26.88 963783.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5123.99 58.81 2108634.01 100.00 3585502.49
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,123.67 51,104.51 232.29 20.67 10563.30 130.42 11.61 5933.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 760.96 67.72 34607.97 100.00 51104.51
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 135.23 87,572.94 11,842,488.68 9991.20 11.41 1351227.96 0.00 0.00 0.00 63508.50 72.52 8588172.79 0.00 0.00 0.00 431.64 0.49 58028.19 13641.60 15.58 1845059.74 100.00 11842488.68
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,202.56 18,237.20 917.87 41.67 7599.44 478.33 21.72 3961.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 806.35 36.61 6676.64 100.00 18237.20
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.61 107,905.98 173,728.63 71116.00 65.91 114504.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.72 8199.99 31696.79 29.37 51024.10 100.00 173728.63
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 43.00 1,108.38 47,660.34 559.55 50.48 24058.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 548.83 49.52 23601.40 100.00 47660.34
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 24.57 4,493.58 110,407.26 119.40 2.66 2936.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4374.18 97.34 107470.43 100.00 110407.26
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,736.82 119,456.50 1930.02 24.95 29804.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.07 6056.44 5414.17 69.98 83595.66 100.00 119456.50
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 17.01 4,948.94 84,181.47 867.12 17.52 14748.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4081.82 82.48 69432.88 100.00 84181.47
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 16.00 1,216.49 19,463.84 70.50 5.80 1128.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1145.99 94.20 18334.94 100.00 19463.84
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 86.97 11,775.04 1,024,075.23 1793.57 15.23 155966.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.77 18126.13 9773.54 83.00 849982.44 100.00 1024075.23
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 74.00 477.20 35,312.80 111.60 23.39 8259.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 365.60 76.61 27053.14 100.00 35312.80
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 92.00 475.02 43,701.84 6.20 1.31 572.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 468.82 98.69 43129.35 100.00 43701.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 92.00 271.91 25,015.72 5.72 2.10 525.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 266.19 97.90 24490.39 100.00 25015.72
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 92.00 300.30 27,627.60 15.50 5.16 1425.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 284.80 94.84 26202.02 100.00 27627.60
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 260.99 16,390.17 36.27 13.90 2278.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 224.72 86.10 14111.94 100.00 16390.17
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,819.54 143,210.34 212.35 3.11 4453.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6607.19 96.89 138756.50 100.00 143210.34
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 182.10 7,353.53 1,339,077.81 212.35 2.89 38699.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.43 220010.48 5933.33 80.68 1080367.98 100.00 1339077.81
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,245.15 116,909.21 181.35 2.90 3390.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6063.80 97.10 113518.84 100.00 116909.21
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,023.00 199.84 1,403,476.32 68.39 34.22 480269.60 0.00 0.00 0.00 13.35 6.68 93752.22 0.00 0.00 0.00 0.00 0.00 0.00 118.10 59.10 829454.51 100.00 1403476.32
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 616.98 2,161,583.26 136.40 22.11 477926.06 0.00 0.00 0.00 322.50 52.27 1129859.57 0.00 0.00 0.00 0.00 0.00 0.00 158.08 25.62 553797.63 100.00 2161583.26
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,683.43 276.28 1,570,218.04 138.63 50.18 787935.41 2.88 1.04 16330.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 134.77 48.78 765952.36 100.00 1570218.04
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,515.27 41.50 187,383.70 35.67 85.95 161056.29 0.21 0.51 955.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.62 13.54 25371.75 100.00 187383.70
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 417.14 605,866.65 210.55 50.47 305780.90 3.60 0.86 5210.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 202.99 48.67 294875.30 100.00 605866.65
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 72.07 558,110.08 55.41 76.88 429075.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.67 23.12 129035.05 100.00 558110.08
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,695.84 109.20 840,385.73 52.00 47.62 400191.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.20 52.38 440194.05 100.00 840385.73
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,227.02 3,110.02 3,816,056.74 425.52 13.68 522036.56 29.30 0.94 35870.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2655.20 85.38 3258149.24 100.00 3816056.74
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,815.99 709,550.78 296.90 5.10 36187.09 17.90 0.31 2199.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5501.19 94.59 671164.08 100.00 709550.78
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 704.53 358.18 252,348.56 268.65 75.00 189261.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.53 25.00 63087.14 100.00 252348.56
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 342.89 34,059.26 38.60 11.26 3835.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 304.29 88.74 30224.19 100.00 34059.26
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 808.69 1,245.97 1,007,603.48 241.80 19.41 195575.84 19.34 1.55 15617.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 984.83 79.04 796409.79 100.00 1007603.48
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,819.54 166,352.86 425.50 15.09 25102.65 33.20 1.18 1962.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2360.84 83.73 139287.25 100.00 166352.86
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 416.51 1,463.28 609,470.75 302.25 20.66 125916.66 19.34 1.32 8045.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1141.69 78.02 475509.08 100.00 609470.75
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,695.90 172.54 1,327,850.59 60.17 34.87 463021.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.37 65.13 864829.09 100.00 1327850.59
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 170.35 247,421.45 56.76 33.32 82440.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.59 66.68 164980.62 100.00 247421.45
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 54.60 15,338.23 30.78 56.38 8647.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.82 43.62 6690.54 100.00 15338.23
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 125.58 35,277.93 68.82 54.80 19332.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.76 45.20 15945.62 100.00 35277.93
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 57.88 12,395.58 33.76 58.33 7230.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.12 41.67 5165.24 100.00 12395.58
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 150.70 32,273.91 60.17 39.93 12886.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90.53 60.07 19386.94 100.00 32273.91
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,041.22 13,138.07 314.13 10.33 1357.16 1.68 0.06 7.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2725.41 89.61 11773.02 100.00 13138.07
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,933.38 555,943.93 543.00 13.80 76720.26 29.30 0.74 4113.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3361.08 85.46 475109.68 100.00 555943.93
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.88 3,322.96 95,967.08 492.56 14.82 14222.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2830.40 85.18 81744.76 100.00 95967.08
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 892.16 63,173.85 179.80 20.15 12729.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 712.36 79.85 50444.32 100.00 63173.85
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,448.26 729,752.86 309.07 12.62 92094.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2139.19 87.38 637658.05 100.00 729752.86
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,159.98 1,121,915.21 309.07 14.31 160546.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1850.91 85.69 961369.14 100.00 1121915.21
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,160.00 4.37 18,179.20 2.47 56.51 10273.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.90 43.49 7906.13 100.00 18179.20
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 317.77 50,843.20 85.63 26.95 13702.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.14 73.05 37140.96 100.00 50843.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 598.42 51,057.19 2.94 0.49 250.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 595.48 99.51 50807.01 100.00 51057.19
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,184.00 207,043.20 45.50 2.08 4306.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2138.50 97.92 202736.70 100.00 207043.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 791.70 75,053.16 105.91 13.38 10042.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 685.79 86.62 65011.05 100.00 75053.16
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,892.67 3.28 6,207.96 1.96 59.86 3716.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.32 40.14 2491.88 100.00 6207.96
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,211.30 121,864.74 320.00 14.47 17633.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1891.30 85.53 104230.91 100.00 121864.74
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 248.70 1,965.60 488,844.72 195.00 9.92 48493.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1770.60 90.08 440351.32 100.00 488844.72
1 CPWD Vol-1 Pg -147, 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 156,101.07 437,083.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156101.07 100.00 437083.00 100.00 437083.00
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 177.74 4,753.80 844,940.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4753.80 100.00 844940.41 100.00 844940.41
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 270.66 4,074.69 1,102,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4074.69 100.00 1102855.60 100.00 1102855.60
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 297.70 3,395.57 1,010,861.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3395.57 100.00 1010861.19 100.00 1010861.19
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.59 3,395.57 90,288.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3395.57 100.00 90288.21 100.00 90288.21
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 44.09 3,920.72 172,864.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3920.72 100.00 172864.54 100.00 172864.54
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.60 2,940.54 54,694.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2940.54 100.00 54694.04 100.00 54694.04
TERRACE FLOOR - 1A
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 55.22 6,856.45 378,613.17 198.33 2.89 10941.92 2045.10 29.83 112940.31 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.81 14425.16 4351.64 63.47 240305.78 100.00 378613.17
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 60.20 9,492.53 571,450.31 1339.00 14.11 80631.64 1758.00 18.52 105832.60 0.00 0.00 0.00 0.00 0.00 0.00 823.03 8.67 49544.74 5572.50 58.70 335441.33 100.00 571450.31
3 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 86.60 6,856.45 593,768.57 198.33 2.89 17159.91 2045.10 29.83 177121.16 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.81 22622.58 4351.64 63.47 376864.91 100.00 593768.57
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 206.74 6,597.36 1,363,938.21 198.33 3.01 41054.54 1615.10 24.48 333892.07 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.96 54011.95 4522.55 68.55 934979.64 100.00 1363938.21
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 17.19 6,597.36 113,408.62 198.33 3.01 3413.60 1615.10 24.48 27762.43 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.96 4490.98 4522.55 68.55 77741.61 100.00 113408.62
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 66.22 8,795.74 582,453.90 1246.49 14.17 82533.72 2341.50 26.62 155049.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5207.75 59.21 344870.95 100.00 582453.90
7 Vol - 2 -Chapter -6- Masonry Works 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 31.50 1,134.47 35,735.80 232.29 20.48 7318.69 130.42 11.50 4109.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 771.76 68.02 24307.49 100.00 35735.80
8 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 69.83 88,414.99 6,174,018.75 9991.20 11.30 697664.12 0.00 0.00 0.00 63508.50 71.83 4434797.67 0.00 0.00 0.00 431.64 0.49 30252.69 14483.65 16.38 1011304.27 100.00 6174018.75
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.20 108,943.54 130,732.25 71116.00 65.28 85342.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.68 6118.27 32734.35 30.04 39271.97 100.00 130732.25
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 18.00 1,119.04 20,142.72 559.55 50.00 10071.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 559.49 50.00 10071.36 100.00 20142.72
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 19.95 7,811.21 155,833.64 1930.02 24.71 38506.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 5.03 7838.43 5488.56 70.26 109488.72 100.00 155833.64
12 Vol - 2 -Chapter -12- Wood and PVC Works 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 10.71 4,996.53 53,512.84 867.12 17.35 9284.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4129.41 82.65 44228.36 100.00 53512.84
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 7.00 1,228.19 8,597.33 70.50 5.74 493.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1157.69 94.26 8103.84 100.00 8597.33
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.25 11,888.26 157,519.44 1793.57 15.09 23769.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.75 2756.59 9886.76 83.16 130993.17 100.00 157519.44
15 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 28.00 481.79 13,490.12 111.60 23.16 3124.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 370.19 76.84 10365.81 100.00 13490.12
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 14.00 479.59 6,714.26 6.20 1.29 86.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 473.39 98.71 6627.65 100.00 6714.26
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 28.00 274.52 7,686.56 5.72 2.08 159.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 268.80 97.92 7526.68 100.00 7686.56
18 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 56.00 303.19 16,978.64 15.50 5.11 867.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 287.69 94.89 16111.03 100.00 16978.64
19 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 31.04 7,424.24 230,448.41 212.35 2.86 6590.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.27 37493.96 6004.04 80.87 186363.63 100.00 230448.41
20 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 44.48 6,305.20 280,455.30 181.35 2.88 8077.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6123.85 97.12 272378.19 100.00 280455.30
21 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,075.50 201.76 418,752.88 68.39 33.90 141957.23 0.00 0.00 0.00 13.35 6.62 27721.44 0.00 0.00 0.00 0.00 0.00 0.00 120.02 59.48 249074.21 100.00 418752.88
22 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 3,180.11 278.93 887,028.08 138.63 49.70 440852.96 2.88 1.03 9136.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 137.42 49.27 437038.74 100.00 887028.08
23 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,047.37 41.90 127,684.80 35.67 85.12 108685.30 0.21 0.50 638.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.02 14.38 18361.07 100.00 127684.80
24 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,582.36 421.16 1,087,586.74 210.55 49.99 543684.61 3.60 0.85 9244.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.01 49.16 534657.64 100.00 1087586.74
25 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 3,762.11 110.25 414,772.63 52.00 47.17 195648.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58.25 52.83 219124.38 100.00 414772.63
26 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 127.94 1,188.50 152,056.69 241.80 20.34 30928.33 19.34 1.63 2478.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 927.36 78.03 118649.84 100.00 152056.69
27 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,777.60 171.99 477,719.42 56.76 33.00 157647.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115.23 67.00 320072.01 100.00 477719.42
28 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 55.12 4,576.06 30.78 55.85 2555.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.34 44.15 2020.33 100.00 4576.06
29 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 126.79 10,526.11 68.82 54.28 5713.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.97 45.72 4812.54 100.00 10526.11
30 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 58.43 5,016.80 33.76 57.78 2898.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.67 42.22 2118.09 100.00 5016.80
31 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 152.15 13,063.60 60.17 39.55 5166.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91.98 60.45 7896.95 100.00 13063.60
32 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 1,813.94 900.74 1,633,888.32 179.80 19.96 326124.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 720.94 80.04 1307764.21 100.00 1633888.32
33 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 320.83 19,249.80 85.63 26.69 5137.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 235.20 73.31 14112.03 100.00 19249.80
34 Vol - 2 -Chapter -7- Roofing 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 604.17 51,547.78 2.94 0.49 252.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 601.23 99.51 51295.20 100.00 51547.78
35 Vol - 2 -Chapter -15- Water Proofing 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,205.00 590,058.00 45.50 2.06 12155.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2159.50 97.94 577902.81 100.00 590058.00
36 Vol - 2 -Chapter -7- Roofing 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 799.31 213,895.36 105.91 13.25 28341.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 693.40 86.75 185554.22 100.00 213895.36
37 Vol - 2 -Chapter -7- Roofing 7.61 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. Cum 12.24 28,493.01 348,754.44 29.38 0.10 348.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28463.63 99.90 348405.69 100.00 348754.44
38 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 187.29 3.31 619.93 1.96 59.32 367.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 40.68 252.19 100.00 619.93
39 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 3,762.11 174.20 655,359.56 60.17 34.54 226361.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114.03 65.46 428998.37 100.00 655359.56
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 55.22 4,799.51 265,028.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4799.51 100.00 265028.94 100.00 265028.94
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 60.20 5,628.84 338,856.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5628.84 100.00 338856.17 100.00 338856.17
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 86.60 3,428.22 296,883.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3428.22 100.00 296883.85 100.00 296883.85
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 86.60 4,799.51 415,637.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4799.51 100.00 415637.57 100.00 415637.57
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 206.74 3,958.42 818,363.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3958.42 100.00 818363.75 100.00 818363.75
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 17.19 2,968.81 51,033.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2968.81 100.00 51033.84 100.00 51033.84
TERRACE FLOOR - 1B
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 4.50 6,921.75 31,147.88 198.33 2.87 893.94 1925.00 27.81 8662.23 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.78 1177.39 4537.04 65.54 20414.32 100.00 31147.88
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 35.50 9,582.93 340,194.02 1339.00 13.97 47525.10 1758.00 18.35 62425.60 0.00 0.00 0.00 0.00 0.00 0.00 823.03 8.59 29222.67 5662.90 59.09 201020.65 100.00 340194.02
3 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 57.70 9,582.93 552,935.06 1339.00 13.97 77245.03 1758.00 18.35 101463.58 0.00 0.00 0.00 0.00 0.00 0.00 823.03 8.59 47497.12 5662.90 59.09 326729.33 100.00 552935.06
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 0.67 6,660.19 4,462.33 198.33 2.98 132.98 1615.10 24.25 1082.12 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.92 174.92 4585.38 68.85 3072.31 100.00 4462.33
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 33.99 6,660.19 226,379.86 198.33 2.98 6746.12 1615.10 24.25 54897.12 0.00 0.00 0.00 0.00 0.00 0.00 261.38 3.92 8874.09 4585.38 68.85 155862.53 100.00 226379.86
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 0.10 8,879.51 887.95 1246.49 14.04 124.67 2341.50 26.37 234.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5291.52 59.59 529.13 100.00 887.95
7 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 18.86 89,257.04 1,683,387.77 9991.20 11.19 188371.09 0.00 0.00 0.00 63508.50 71.15 1197730.40 0.00 0.00 0.00 431.64 0.48 8080.26 15325.70 17.18 289206.02 100.00 1683387.77
8 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.10 109,981.10 10,998.11 71116.00 64.66 7111.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5093.19 4.63 509.21 33771.91 30.71 3377.52 100.00 10998.11
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 1.00 1,129.70 1,129.70 559.55 49.53 559.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 570.15 50.47 570.16 100.00 1129.70
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 2.57 7,885.61 20,266.02 1930.02 24.48 4961.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 392.63 4.98 1009.25 5562.96 70.54 14295.65 100.00 20266.02
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 0.68 12,001.48 8,161.01 1793.57 14.94 1219.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 207.93 1.73 141.19 9999.98 83.33 6800.57 100.00 8161.01
12 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 2.00 486.38 972.76 111.60 22.95 223.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 374.78 77.05 749.51 100.00 972.76
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 1.00 484.16 484.16 6.20 1.28 6.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 477.96 98.72 477.96 100.00 484.16
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 2.00 277.14 554.28 5.72 2.06 11.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 271.42 97.94 542.86 100.00 554.28
15 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 4.00 306.08 1,224.32 15.50 5.06 61.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 290.58 94.94 1162.37 100.00 1224.32
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 53.28 7,494.94 399,330.40 212.35 2.83 11301.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1207.85 16.12 64372.06 6074.74 81.05 323657.29 100.00 399330.40
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.28 6,365.25 109,991.52 181.35 2.85 3134.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6183.90 97.15 106856.76 100.00 109991.52
18 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 1,951.50 203.68 397,481.52 68.39 33.58 133474.29 0.00 0.00 0.00 13.35 6.56 26074.79 0.00 0.00 0.00 0.00 0.00 0.00 121.94 59.86 237932.44 100.00 397481.52
19 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,067.94 281.59 300,721.22 138.63 49.23 148045.06 2.88 1.02 3067.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140.08 49.75 149608.81 100.00 300721.22
20 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 312.78 42.29 13,227.47 35.67 84.34 11156.05 0.21 0.50 66.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.41 15.16 2005.28 100.00 13227.47
21 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 425.17 425,408.10 210.55 49.52 210662.09 3.60 0.85 3615.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 211.02 49.63 211130.04 100.00 425408.10
22 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 1,301.37 111.30 144,842.48 52.00 46.72 67670.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.30 53.28 77172.07 100.00 144842.48
23 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 173.63 173,727.23 56.76 32.69 56791.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116.87 67.31 116935.80 100.00 173727.23
24 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 1,672.76 120.20 201,065.75 23.79 19.79 39790.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.41 80.21 161274.84 100.00 201065.75
25 Vol - 2 -Chapter -7- Roofing 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. - 0.63 mm thick with zinc coating not less than 275 g/ Sqm Sqm 66.91 978.33 65,460.06 700.60 71.61 46875.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 277.73 28.39 18584.11 100.00 65460.06
26 Vol - 2 -Chapter -7- Roofing 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/Sqm m 43.20 711.21 30,724.27 71.88 10.11 3106.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 639.33 89.89 27618.05 100.00 30724.27
27 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 55.65 4,344.04 30.78 55.32 2403.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.87 44.68 1940.92 100.00 4344.04
28 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 128.00 9,991.68 68.82 53.77 5372.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.18 46.23 4619.15 100.00 9991.68
29 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 58.99 474.28 33.76 57.23 271.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.23 42.77 202.85 100.00 474.28
30 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 153.59 1,234.86 60.17 39.18 483.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.42 60.82 751.04 100.00 1234.86
31 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 450.82 909.32 409,939.64 179.80 19.77 81045.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 729.52 80.23 328894.57 100.00 409939.64
32 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 323.88 19,432.80 85.63 26.44 5138.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 238.25 73.56 14294.77 100.00 19432.80
33 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 66.91 3.34 223.48 1.96 58.78 131.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.38 41.22 92.12 100.00 223.48
34 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,565.83 628.84 984,656.54 136.40 21.69 213572.00 0.00 0.00 0.00 322.50 51.28 504931.87 0.00 0.00 0.00 0.00 0.00 0.00 169.94 27.03 266152.66 100.00 984656.54
35 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 1,301.37 175.85 228,845.91 60.17 34.22 78311.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115.68 65.78 150534.84 100.00 228845.91
36 Vol - 2 -Chapter -18- Structural Glazing 18.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding Glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Sqm 19.29 2,819.25 54,383.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2819.25 100.00 54383.33 100.00 54383.33
37 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 80.70 1,199.81 96,824.67 241.80 20.15 19510.17 19.34 1.61 1558.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 938.67 78.24 75755.62 100.00 96824.67
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 4.50 4,845.22 21,803.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4845.22 100.00 21803.49 100.00 21803.49
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 35.50 5,749.75 204,116.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5749.75 100.00 204116.12 100.00 204116.12
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 57.70 4,791.46 276,467.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4791.46 100.00 276467.24 100.00 276467.24
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 57.70 6,708.05 387,054.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6708.05 100.00 387054.48 100.00 387054.48
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 0.67 3,996.12 2,677.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3996.12 100.00 2677.40 100.00 2677.40
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 33.99 2,997.09 101,871.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2997.09 100.00 101871.09 100.00 101871.09
BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 2.00 897.18 1,794.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 897.18 100.00 1794.36 100.00 1794.36
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 2.00 1,184.58 2,369.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1184.58 100.00 2369.16 100.00 2369.16
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,572.77 2,572.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2572.77 100.00 2572.77 100.00 2572.77
4 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 4.00 657.51 2,630.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 657.51 100.00 2630.04 100.00 2630.04
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 4.00 857.94 3,431.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 857.94 100.00 3431.76 100.00 3431.76
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 10.00 768.86 7,688.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 768.86 100.00 7688.60 100.00 7688.60
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 10.00 323.45 3,234.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 323.45 100.00 3234.50 100.00 3234.50
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 2.00 313.91 627.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 313.91 100.00 627.82 100.00 627.82
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 2.00 333.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 333.00 100.00 666.00 100.00 666.00
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 2.00 582.21 1,164.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 582.21 100.00 1164.42 100.00 1164.42
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 634.18 100.00 1268.36 100.00 1268.36
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 906.73 1,813.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 906.73 100.00 1813.46 100.00 1813.46
13 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 135.00 254.10 34,303.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 254.10 100.00 34303.50 100.00 34303.50
14 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 135.00 279.30 37,705.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 279.30 100.00 37705.50 100.00 37705.50
15 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 4.00 14,605.50 58,422.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14605.50 100.00 58422.00 100.00 58422.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.54 100.00 19080.00 100.00 19080.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 200.00 828.25 165,650.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 828.25 100.00 165650.00 100.00 165650.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 340.00 424.20 144,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 424.20 100.00 144228.00 100.00 144228.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 60.00 337.24 20,234.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 337.24 100.00 20234.40 100.00 20234.40
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 40.00 401.93 16,077.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 401.93 100.00 16077.20 100.00 16077.20
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 10.00 327.69 3,276.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 327.69 100.00 3276.90 100.00 3276.90
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 10.00 342.54 3,425.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 342.54 100.00 3425.40 100.00 3425.40
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 233.31 100.00 6999.30 100.00 6999.30
24 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 30.00 388.50 11,655.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 388.50 100.00 11655.00 100.00 11655.00
25 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 350.00 431.55 151,042.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 151042.50 100.00 151042.50
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 5.00 2,737.15 13,685.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2737.15 100.00 13685.75 100.00 13685.75
STILT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 888.30 6,218.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 888.30 100.00 6218.10 100.00 6218.10
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,172.85 7,037.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1172.85 100.00 7037.10 100.00 7037.10
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,547.30 7,641.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2547.30 100.00 7641.90 100.00 7641.90
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 4.00 1,071.00 4,284.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1071.00 100.00 4284.00 100.00 4284.00
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 5.00 651.00 3,255.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 651.00 100.00 3255.00 100.00 3255.00
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 2.00 849.45 1,698.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 849.45 100.00 1698.90 100.00 1698.90
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 761.25 15,225.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 761.25 100.00 15225.00 100.00 15225.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 320.25 6,405.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 320.25 100.00 6405.00 100.00 6405.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 4.00 310.80 1,243.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 310.80 100.00 1243.20 100.00 1243.20
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 4.00 329.70 1,318.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 329.70 100.00 1318.80 100.00 1318.80
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 4.00 576.45 2,305.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 576.45 100.00 2305.80 100.00 2305.80
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 627.90 1,255.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 627.90 100.00 1255.80 100.00 1255.80
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 2.00 737.10 1,474.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 737.10 100.00 1474.20 100.00 1474.20
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 897.75 1,795.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 897.75 100.00 1795.50 100.00 1795.50
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 1.00 292.95 292.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 292.95 100.00 292.95 100.00 292.95
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 1.00 651.00 651.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 651.00 100.00 651.00 100.00 651.00
17 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 108.00 254.10 27,442.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 254.10 100.00 27442.80 100.00 27442.80
18 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 108.00 279.30 30,164.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 279.30 100.00 30164.40 100.00 30164.40
19 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 2.00 14,605.50 29,211.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14605.50 100.00 29211.00 100.00 29211.00
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.45 18,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.45 100.00 18900.00 100.00 18900.00
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 100.00 820.05 82,005.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 820.05 100.00 82005.00 100.00 82005.00
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 40.00 562.80 22,512.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 562.80 100.00 22512.00 100.00 22512.00
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 160.00 420.00 67,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420.00 100.00 67200.00 100.00 67200.00
24 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 228.00 333.90 76,129.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 333.90 100.00 76129.20 100.00 76129.20
25 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 168.00 397.95 66,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 397.95 100.00 66855.60 100.00 66855.60
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 60.00 324.45 19,467.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 324.45 100.00 19467.00 100.00 19467.00
27 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 30.00 339.15 10,174.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 339.15 100.00 10174.50 100.00 10174.50
28 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 40.00 231.00 9,240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 231.00 100.00 9240.00 100.00 9240.00
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 3.00 5,128.20 15,384.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5128.20 100.00 15384.60 100.00 15384.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 4.00 6,275.85 25,103.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6275.85 100.00 25103.40 100.00 25103.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 3.00 9,074.10 27,222.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9074.10 100.00 27222.30 100.00 27222.30
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 18.00 2,689.05 48,402.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2689.05 100.00 48402.90 100.00 48402.90
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 4.00 285.60 1,142.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 285.60 100.00 1142.40 100.00 1142.40
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,840.10 17,520.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5840.10 100.00 17520.30 100.00 17520.30
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 25.00 1,281.00 32,025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1281.00 100.00 32025.00 100.00 32025.00
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 25.00 204.75 5,118.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 204.75 100.00 5118.75 100.00 5118.75
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 5.00 1,135.05 5,675.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1135.05 100.00 5675.25 100.00 5675.25
38 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,849.70 2,849.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2849.70 100.00 2849.70 100.00 2849.70
39 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 6.00 753.90 4,523.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 753.90 100.00 4523.40 100.00 4523.40
40 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,227.05 13,362.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2227.05 100.00 13362.30 100.00 13362.30
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 2.00 880.95 1,761.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 880.95 100.00 1761.90 100.00 1761.90
42 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 2,976.75 5,953.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2976.75 100.00 5953.50 100.00 5953.50
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 951.30 1,902.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 951.30 100.00 1902.60 100.00 1902.60
44 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 10.00 388.50 3,885.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 388.50 100.00 3885.00 100.00 3885.00
45 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 50.00 431.55 21,577.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 21577.50 100.00 21577.50
46 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 81.90 113.40 9,287.46 23.79 20.98 1948.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.61 79.02 7338.95 100.00 9287.46
47 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 4.40 2,990.40 13,157.76 425.52 14.23 1872.35 29.30 0.98 128.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2535.58 84.79 11156.46 100.00 13157.76
48 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 26.00 2,710.05 70,461.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2710.05 100.00 70461.30 100.00 70461.30
49 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 26.00 233.31 6,066.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 233.31 100.00 6066.06 100.00 6066.06
GROUND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 897.18 6,280.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 897.18 100.00 6280.26 100.00 6280.26
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,184.58 14,214.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1184.58 100.00 14214.96 100.00 14214.96
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,572.77 7,718.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2572.77 100.00 7718.31 100.00 7718.31
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,081.71 10,817.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1081.71 100.00 10817.10 100.00 10817.10
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 657.51 3,945.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 657.51 100.00 3945.06 100.00 3945.06
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 857.94 2,573.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 857.94 100.00 2573.82 100.00 2573.82
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 768.86 15,377.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 768.86 100.00 15377.20 100.00 15377.20
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 323.45 6,469.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 323.45 100.00 6469.00 100.00 6469.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 313.91 1,883.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 313.91 100.00 1883.46 100.00 1883.46
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 333.00 1,998.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 333.00 100.00 1998.00 100.00 1998.00
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 582.21 4,657.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 582.21 100.00 4657.68 100.00 4657.68
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 634.18 100.00 1268.36 100.00 1268.36
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 2.00 295.88 591.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 295.88 100.00 591.76 100.00 591.76
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 2.00 657.51 1,315.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 657.51 100.00 1315.02 100.00 1315.02
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.54 100.00 19080.00 100.00 19080.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 568.43 90,948.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 568.43 100.00 90948.80 100.00 90948.80
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 424.20 114,534.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 424.20 100.00 114534.00 100.00 114534.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 337.24 103,869.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 337.24 100.00 103869.92 100.00 103869.92
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 401.93 86,816.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 401.93 100.00 86816.88 100.00 86816.88
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 342.54 6,850.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 342.54 100.00 6850.80 100.00 6850.80
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 233.31 100.00 6999.30 100.00 6999.30
22 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,179.48 25,897.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5179.48 100.00 25897.40 100.00 25897.40
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,338.61 63,386.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6338.61 100.00 63386.10 100.00 63386.10
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,164.84 54,989.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9164.84 100.00 54989.04 100.00 54989.04
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,715.94 97,773.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2715.94 100.00 97773.84 100.00 97773.84
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 288.46 2,884.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 288.46 100.00 2884.60 100.00 2884.60
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,898.50 17,695.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5898.50 100.00 17695.50 100.00 17695.50
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,293.81 21,994.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1293.81 100.00 21994.77 100.00 21994.77
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 206.80 3,515.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.80 100.00 3515.60 100.00 3515.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,146.40 6,878.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1146.40 100.00 6878.40 100.00 6878.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,878.20 11,512.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2878.20 100.00 11512.80 100.00 11512.80
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 761.44 5,330.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 761.44 100.00 5330.08 100.00 5330.08
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 889.76 7,118.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 889.76 100.00 7118.08 100.00 7118.08
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,006.52 6,013.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3006.52 100.00 6013.04 100.00 6013.04
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 960.81 1,921.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 960.81 100.00 1921.62 100.00 1921.62
36 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 17262.00 100.00 17262.00
37 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 114.53 17,442.92 23.79 20.77 3622.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90.74 79.23 13820.03 100.00 17442.92
38 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,020.30 24,162.40 425.52 14.09 3404.48 29.30 0.97 234.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2565.48 84.94 20523.54 100.00 24162.40
39 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,737.15 43,794.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2737.15 100.00 43794.40 100.00 43794.40
40 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,685.19 80,555.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2685.19 100.00 80555.70 100.00 80555.70
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,249.32 13,495.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2249.32 100.00 13495.92 100.00 13495.92
FIRST FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 906.07 6,342.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 906.07 100.00 6342.49 100.00 6342.49
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,196.31 14,355.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1196.31 100.00 14355.72 100.00 14355.72
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,598.25 7,794.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2598.25 100.00 7794.75 100.00 7794.75
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,092.42 10,924.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1092.42 100.00 10924.20 100.00 10924.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 664.02 3,984.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 664.02 100.00 3984.12 100.00 3984.12
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 866.44 2,599.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 866.44 100.00 2599.32 100.00 2599.32
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 776.48 15,529.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 776.48 100.00 15529.60 100.00 15529.60
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 326.66 6,533.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 326.66 100.00 6533.20 100.00 6533.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 317.02 1,902.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 317.02 100.00 1902.12 100.00 1902.12
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 336.29 2,017.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.29 100.00 2017.74 100.00 2017.74
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 587.98 4,703.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 587.98 100.00 4703.84 100.00 4703.84
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 640.46 1,280.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 640.46 100.00 1280.92 100.00 1280.92
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 751.84 751.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 751.84 100.00 751.84 100.00 751.84
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 298.81 1,494.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.81 100.00 1494.05 100.00 1494.05
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 664.02 3,320.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 664.02 100.00 3320.10 100.00 3320.10
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.64 19,280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.64 100.00 19280.00 100.00 19280.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 574.06 91,849.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 574.06 100.00 91849.60 100.00 91849.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 428.40 115,668.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 428.40 100.00 115668.00 100.00 115668.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 340.58 104,898.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340.58 100.00 104898.64 100.00 104898.64
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 405.91 87,676.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 405.91 100.00 87676.56 100.00 87676.56
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 345.93 6,918.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 345.93 100.00 6918.60 100.00 6918.60
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 235.62 7,068.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 235.62 100.00 7068.60 100.00 7068.60
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,230.76 26,153.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5230.76 100.00 26153.80 100.00 26153.80
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,401.37 64,013.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6401.37 100.00 64013.70 100.00 64013.70
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,255.58 55,533.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9255.58 100.00 55533.48 100.00 55533.48
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,742.83 98,741.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2742.83 100.00 98741.88 100.00 98741.88
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 291.31 2,913.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291.31 100.00 2913.10 100.00 2913.10
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,956.90 17,870.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5956.90 100.00 17870.70 100.00 17870.70
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,306.62 22,212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1306.62 100.00 22212.54 100.00 22212.54
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 208.84 3,550.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 208.84 100.00 3550.28 100.00 3550.28
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,157.75 6,946.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1157.75 100.00 6946.50 100.00 6946.50
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,906.69 11,626.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2906.69 100.00 11626.76 100.00 11626.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 768.98 5,382.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 768.98 100.00 5382.86 100.00 5382.86
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,271.59 13,629.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2271.59 100.00 13629.54 100.00 13629.54
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 898.57 7,188.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 898.57 100.00 7188.56 100.00 7188.56
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,036.28 6,072.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3036.28 100.00 6072.56 100.00 6072.56
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 970.33 1,940.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 970.33 100.00 1940.66 100.00 1940.66
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 17262.00 100.00 17262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 115.67 17,616.54 23.79 20.57 3623.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91.88 79.43 13992.82 100.00 17616.54
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,050.21 24,401.68 425.52 13.95 3404.03 29.30 0.96 234.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2595.39 85.09 20763.39 100.00 24401.68
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,764.25 44,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2764.25 100.00 44228.00 100.00 44228.00
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,711.77 81,353.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2711.77 100.00 81353.10 100.00 81353.10
SECOND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 914.95 6,404.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 914.95 100.00 6404.65 100.00 6404.65
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,208.04 14,496.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1208.04 100.00 14496.48 100.00 14496.48
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,623.72 7,871.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2623.72 100.00 7871.16 100.00 7871.16
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53b Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 10.00 1,571.42 15,714.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1571.42 100.00 15714.20 100.00 15714.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 670.53 4,023.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 670.53 100.00 4023.18 100.00 4023.18
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 874.93 2,624.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 874.93 100.00 2624.79 100.00 2624.79
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 784.09 15,681.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 784.09 100.00 15681.80 100.00 15681.80
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 329.86 6,597.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 329.86 100.00 6597.20 100.00 6597.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 320.12 1,920.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 320.12 100.00 1920.72 100.00 1920.72
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 339.59 2,037.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 339.59 100.00 2037.54 100.00 2037.54
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 593.74 4,749.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 593.74 100.00 4749.92 100.00 4749.92
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 646.74 1,293.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 646.74 100.00 1293.48 100.00 1293.48
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 759.21 759.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 759.21 100.00 759.21 100.00 759.21
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 301.74 1,508.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.74 100.00 1508.70 100.00 1508.70
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 670.53 3,352.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 670.53 100.00 3352.65 100.00 3352.65
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.73 19,460.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.73 100.00 19460.00 100.00 19460.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 579.68 92,748.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 579.68 100.00 92748.80 100.00 92748.80
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 432.60 116,802.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 432.60 100.00 116802.00 100.00 116802.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 343.92 105,927.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 343.92 100.00 105927.36 100.00 105927.36
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 409.89 88,536.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 409.89 100.00 88536.24 100.00 88536.24
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 349.32 6,986.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 349.32 100.00 6986.40 100.00 6986.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 237.93 7,137.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 237.93 100.00 7137.90 100.00 7137.90
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,282.05 26,410.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5282.05 100.00 26410.25 100.00 26410.25
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,464.13 64,641.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6464.13 100.00 64641.30 100.00 64641.30
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,346.32 56,077.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9346.32 100.00 56077.92 100.00 56077.92
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,769.72 99,709.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2769.72 100.00 99709.92 100.00 99709.92
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 294.17 2,941.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 294.17 100.00 2941.70 100.00 2941.70
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,015.30 18,045.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6015.30 100.00 18045.90 100.00 18045.90
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,319.43 22,430.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1319.43 100.00 22430.31 100.00 22430.31
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 210.89 3,585.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.89 100.00 3585.13 100.00 3585.13
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,169.10 7,014.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1169.10 100.00 7014.60 100.00 7014.60
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,935.19 11,740.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2935.19 100.00 11740.76 100.00 11740.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 776.52 5,435.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 776.52 100.00 5435.64 100.00 5435.64
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,293.86 13,763.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2293.86 100.00 13763.16 100.00 13763.16
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 907.38 7,259.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 907.38 100.00 7259.04 100.00 7259.04
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,066.05 6,132.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3066.05 100.00 6132.10 100.00 6132.10
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 979.84 1,959.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 979.84 100.00 1959.68 100.00 1959.68
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 17262.00 100.00 17262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 116.80 17,788.64 23.79 20.37 3623.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93.01 79.63 14165.09 100.00 17788.64
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,080.11 24,640.88 425.52 13.82 3405.37 29.30 0.95 234.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2625.29 85.23 21001.42 100.00 24640.88
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,791.35 44,661.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2791.35 100.00 44661.60 100.00 44661.60
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,738.36 82,150.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2738.36 100.00 82150.80 100.00 82150.80
THIRD FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 923.83 6,466.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 923.83 100.00 6466.81 100.00 6466.81
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,219.76 14,637.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1219.76 100.00 14637.12 100.00 14637.12
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,649.19 7,947.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2649.19 100.00 7947.57 100.00 7947.57
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,113.84 11,138.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1113.84 100.00 11138.40 100.00 11138.40
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 677.04 4,062.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 677.04 100.00 4062.24 100.00 4062.24
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 883.43 2,650.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 883.43 100.00 2650.29 100.00 2650.29
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 791.70 15,834.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 791.70 100.00 15834.00 100.00 15834.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 333.06 6,661.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 333.06 100.00 6661.20 100.00 6661.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 323.23 1,939.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 323.23 100.00 1939.38 100.00 1939.38
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 342.89 2,057.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 342.89 100.00 2057.34 100.00 2057.34
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 599.51 4,796.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 599.51 100.00 4796.08 100.00 4796.08
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 653.02 1,306.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 653.02 100.00 1306.04 100.00 1306.04
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 766.58 766.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 766.58 100.00 766.58 100.00 766.58
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 304.67 1,523.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 304.67 100.00 1523.35 100.00 1523.35
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 677.04 3,385.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 677.04 100.00 3385.20 100.00 3385.20
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.83 19,660.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.83 100.00 19660.00 100.00 19660.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 585.31 93,649.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 585.31 100.00 93649.60 100.00 93649.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 436.80 117,936.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 436.80 100.00 117936.00 100.00 117936.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 347.26 106,956.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 347.26 100.00 106956.08 100.00 106956.08
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 413.87 89,395.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 413.87 100.00 89395.92 100.00 89395.92
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 352.72 7,054.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 352.72 100.00 7054.40 100.00 7054.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 240.24 7,207.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 240.24 100.00 7207.20 100.00 7207.20
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,333.33 26,666.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5333.33 100.00 26666.65 100.00 26666.65
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,526.88 65,268.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6526.88 100.00 65268.80 100.00 65268.80
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,437.06 56,622.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9437.06 100.00 56622.36 100.00 56622.36
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,796.61 100,677.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2796.61 100.00 100677.96 100.00 100677.96
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 297.02 2,970.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.02 100.00 2970.20 100.00 2970.20
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,073.70 18,221.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6073.70 100.00 18221.10 100.00 18221.10
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,332.24 22,648.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1332.24 100.00 22648.08 100.00 22648.08
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 212.94 3,619.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 212.94 100.00 3619.98 100.00 3619.98
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,180.45 7,082.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1180.45 100.00 7082.70 100.00 7082.70
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,963.69 11,854.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2963.69 100.00 11854.76 100.00 11854.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 784.06 5,488.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 784.06 100.00 5488.42 100.00 5488.42
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,316.13 13,896.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2316.13 100.00 13896.78 100.00 13896.78
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 916.19 7,329.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 916.19 100.00 7329.52 100.00 7329.52
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,095.82 6,191.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3095.82 100.00 6191.64 100.00 6191.64
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 989.35 1,978.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 989.35 100.00 1978.70 100.00 1978.70
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 17262.00 100.00 17262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 117.94 17,962.26 23.79 20.17 3622.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.15 79.83 14339.27 100.00 17962.26
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,110.02 24,880.16 425.52 13.68 3403.61 29.30 0.94 233.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2655.20 85.38 21242.68 100.00 24880.16
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,818.45 45,095.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2818.45 100.00 45095.20 100.00 45095.20
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,764.94 82,948.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2764.94 100.00 82948.20 100.00 82948.20
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm each 8.00 6,134.86 49,078.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6134.86 100.00 49078.88 100.00 49078.88
1 Vol - 1 -Chapter -I- Earth Work 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 91.20 107.10 9,767.52 4.91 4.58 447.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.34 11.52 1125.22 89.85 83.90 8194.95 100.00 9767.52
2 Vol - 1 -Chapter -I- Earth Work 1.15.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 288.80 381.15 110,076.12 226.15 59.33 65308.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.68 17.76 19549.52 87.32 22.91 25218.44 100.00 110076.12
3 Vol - 1 -Chapter -I- Earth Work 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m² 152.00 185.85 28,249.20 23.80 12.81 3618.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.05 87.19 24630.48 100.00 28249.20
4 Vol - 1 -Chapter -II- Concrete Works 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade m³ 22.80 4,984.35 113,643.18 167.88 3.37 3829.78 1525.10 30.60 34774.81 0.00 0.00 0.00 0.00 0.00 0.00 261.38 5.24 5954.90 3029.99 60.79 69083.69 100.00 113643.18
5 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade m³ 81.07 6,529.95 529,383.05 198.33 3.04 16093.24 2045.10 31.32 165802.77 0.00 0.00 0.00 0.00 0.00 0.00 261.38 4.00 21175.32 4025.14 61.64 326311.71 100.00 529383.05
6 Vol - 1 -Chapter -II- Concrete Works 2.11.h Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 12.16 73,236.45 890,555.23 308.40 0.42 3740.33 0.00 0.00 0.00 63508.50 86.72 772289.50 0.00 0.00 0.00 1481.62 2.02 17989.22 7937.93 10.84 96536.19 100.00 890555.23
7 Vol - 2 -Chapter -8- Finishing 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. m² 492.95 368.55 181,676.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 368.55 100.00 181676.72 100.00 181676.72
8 Vol - 2 -Chapter -8- Finishing 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. kg 121.61 67.20 8,172.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67.20 100.00 8172.19 100.00 8172.19
9 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 150.00 113.40 17,010.00 23.79 20.98 3568.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.61 79.02 13441.30 100.00 17010.00
10 Vol - 1-Common SR- Chapter - I- Earth Work 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 166.76 214.20 35,719.99 117.80 55.00 19645.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.40 45.00 16074.00 100.00 35719.99
1 Vol - 1 -Chapter -I- Earth Work SL No-11, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10 percentage Cum 30.48 653.00 19,903.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 653.00 100.00 19903.44 100.00 19903.44
2 Vol - 1 -Chapter -I- Earth Work SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 Percentage Cum 2.62 3,917.97 10,265.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3917.97 100.00 10265.08 100.00 10265.08
3 Vol - 1 -Chapter -I- Earth Work SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 47.97 3,264.98 156,621.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3264.98 100.00 156621.09 100.00 156621.09
1 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 0 to 50 Mtrs m 100.00 388.50 38,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 388.50 100.00 38850.00 100.00 38850.00
2 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 50 to 100 Mtrs m 100.00 487.20 48,720.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 487.20 100.00 48720.00 100.00 48720.00
3 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 100 to 150 Mtrs m 100.00 517.65 51,765.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 517.65 100.00 51765.00 100.00 51765.00
4 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 150 to 200 Mtrs m 50.00 600.60 30,030.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 600.60 100.00 30030.00 100.00 30030.00
5 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. each 2.00 5,552.40 11,104.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5552.40 100.00 11104.80 100.00 11104.80
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.3.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore - Horizontal No. 4.00 1,008.00 4,032.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1008.00 100.00 4032.00 100.00 4032.00
7 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 50.00 2,029.65 101,482.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2029.65 100.00 101482.50 100.00 101482.50
8 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments each 4.00 157.50 630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 157.50 100.00 630.00 100.00 630.00
9 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 100.00 431.55 43,155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 431.55 100.00 43155.00 100.00 43155.00
10 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.9.2 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 3.00 HP/2.2KW -15 STG each 1.00 22,606.50 22,606.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22606.50 100.00 22606.50 100.00 22606.50
Biodigester and Utility
1 Vol - 5 -Chapter -22- SEWAGE TREATMENT PLANTS 22.2.1 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. - 25 KLD each 1.00 1,359,750.00 1,359,750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1359750.00 100.00 1359750.00 100.00 1359750.00
2 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.9 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - HDPE Grade PE80-PN6.0,200mm dia m 64.00 1,510.95 96,700.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1510.95 100.00 96700.80 100.00 96700.80
3 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.13 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - P,L&J HDPE- PE80-PN6.0,315mm dia m 16.00 3,542.70 56,683.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3542.70 100.00 56683.20 100.00 56683.20
4 Vol - 1 -Chapter -I- Earth Work 1.19.1 Mechanical Means - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m m³ 216.00 476.70 102,967.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 476.70 100.00 102967.20 100.00 102967.20
5 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.16.3 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 150.00 494.55 74,182.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 494.55 100.00 74182.50 100.00 74182.50
6 Vol - 5 -Chapter -4- DUCTILE IRON (DI) PIPES 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 200mm dia pipe m 20.00 2,704.80 54,096.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2704.80 100.00 54096.00 100.00 54096.00
7 Vol - 5 -Chapter -16- SANITARY WORKS 16.15.6 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5M depth & SFRC cover & frame each 8.00 40,300.05 322,400.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40300.05 100.00 322400.40 100.00 322400.40
8 Vol - 1 -Chapter -I- Earth Work 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 216.00 454.65 98,204.40 117.80 25.91 25444.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.85 74.09 72759.64 100.00 98204.40
9 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.17.33 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION ELBOW each 10.00 259.35 2,593.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259.35 100.00 2593.50 100.00 2593.50
10 Vol - 5 -Chapter -2- WATER SUPPLY WORKS 2.23.1 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN - 10.0 and 50mm each 5.00 5,811.75 29,058.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5811.75 100.00 29058.75 100.00 29058.75
11 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.11.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 100 PN 8.0 - HDPE Grade PE100-PN8.0,63mm dia m 150.00 196.35 29,452.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 196.35 100.00 29452.50 100.00 29452.50
Buildings Dismantling
12 Vol - 2 -Chapter -19- Dismantling & Demolition 19.3 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 75.26 2,547.30 191,709.80 1984.93 77.92 149380.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 562.37 22.08 42329.52 100.00 191709.80
13 Vol - 2 -Chapter -19- Dismantling & Demolition 19.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m³ 75.26 763.35 57,449.72 595.00 77.95 44782.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.35 22.05 12667.66 100.00 57449.72
14 Vol - 2 -Chapter -19- Dismantling & Demolition 19.7.3 Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In cement mortar m³ 1,550.62 1,080.45 1,675,367.38 842.27 77.96 1306116.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 238.18 22.04 369250.97 100.00 1675367.38
15 Vol - 2 -Chapter -19- Dismantling & Demolition 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar m³ 16.17 1,768.20 28,591.79 1378.26 77.95 22287.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 389.94 22.05 6304.49 100.00 28591.79
16 Vol - 2 -Chapter -19- Dismantling & Demolition 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below m³ 398.83 252.00 100,505.16 196.17 77.85 78243.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.83 22.15 22261.89 100.00 100505.16
17 Vol - 2 -Chapter -19- Dismantling & Demolition 19.14.1 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above m³ 9.22 3,054.45 28,162.03 2380.00 77.92 21943.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 674.45 22.08 6218.18 100.00 28162.03
18 Vol - 2 -Chapter -19- Dismantling & Demolition 19.15.1 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above m³ 9.22 381.15 3,514.20 296.90 77.90 2737.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.25 22.10 776.64 100.00 3514.20
19 Vol - 2 -Chapter -19- Dismantling & Demolition 19.18 Dismantling steel work in built up sections in angles, tees, flats and chan- nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. kg 4,046.08 4.20 16,993.54 2.99 71.29 12114.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 28.71 4878.84 100.00 16993.54
20 Vol - 2 -Chapter -19- Dismantling & Demolition 19.22.2 Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles above 25 mm and up to 40 mm m² 2,458.43 77.70 191,020.01 60.20 77.47 147983.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.50 22.53 43036.81 100.00 191020.01
21 Vol - 2 -Chapter -19- Dismantling & Demolition 19.30 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m² 2,083.86 150.15 312,891.58 116.62 77.67 243022.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.53 22.33 69868.69 100.00 312891.58
22 Vol - 2 -Chapter -19- Dismantling & Demolition 19.41.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.100 mm dia pipe m 120.00 55.65 6,678.00 43.59 78.32 5230.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.06 21.68 1447.79 100.00 6678.00
23 Vol - 3 -Chapter -2- SITE CLEARANCE 2.19 Dismantling of Cement Concrete Pavement - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref to MoRT&H : IRC - 202 m³ 341.25 591.15 201,729.94 400.00 67.66 136490.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191.15 32.34 65239.46 100.00 201729.94
24 Vol - 3 -Chapter -10- MAINTENANCE OF ROADS 10.16 Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m² 544.00 508.20 276,460.80 330.00 64.94 179533.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 178.20 35.06 96927.16 100.00 276460.80
Electrical 1- Internal electrification
1 item 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 700.00 1,066.00 746,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1066.00 100.00 746200.00 100.00 746200.00
2 item 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 300.00 1,667.00 500,100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1667.00 100.00 500100.00 100.00 500100.00
3 item 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 8,568.00 66.00 565,488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.00 100.00 565488.00 100.00 565488.00
4 item 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 6,596.00 78.00 514,488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.00 100.00 514488.00 100.00 514488.00
5 item 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 3,000.00 68.00 204,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.00 100.00 204000.00 100.00 204000.00
6 item 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 4,300.00 79.00 339,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 79.00 100.00 339700.00 100.00 339700.00
7 item 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 210.00 29.00 6,090.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.00 100.00 6090.00 100.00 6090.00
8 item 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 84.00 69.00 5,796.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.00 100.00 5796.00 100.00 5796.00
9 item 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 15.00 28.00 420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 100.00 420.00 100.00 420.00
10 item 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 20.00 35.00 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 100.00 700.00 100.00 700.00
11 item 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 21.00 19.00 399.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.00 100.00 399.00 100.00 399.00
12 item 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 21.00 22.00 462.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 100.00 462.00 100.00 462.00
19 item 2.2.5 Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switches box Point 100.00 989.00 98,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 989.00 100.00 98900.00 100.00 98900.00
83 item 5.59.9 Four Switch + One Fan+ One Socket with control plate built-in Wireless communication (8 Module Back box) Each 10.00 18,877.00 188,770.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18877.00 100.00 188770.00 100.00 188770.00
84 item 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete cm 585,648.00 0.50 292,824.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 100.00 292824.00 100.00 292824.00
85 item 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 24.00 2,465.00 59,160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2465.00 100.00 59160.00 100.00 59160.00
86 item 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 12.00 3,435.00 41,220.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3435.00 100.00 41220.00 100.00 41220.00
90 item 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 96.00 395.00 37,920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 395.00 100.00 37920.00 100.00 37920.00
91 item 5.12.7 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 630 A Each 1.00 38,045.00 38,045.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38045.00 100.00 38045.00 100.00 38045.00
92 item 5.12.2 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 100 A Each 26.00 8,534.00 221,884.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8534.00 100.00 221884.00 100.00 221884.00
93 item 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm ACVoltmeter on existing panel/wood board. Each 2.00 452.00 904.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 452.00 100.00 904.00 100.00 904.00
94 item 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading ACanalog type AmmeterEach Each 2.00 524.00 1,048.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 524.00 100.00 1048.00 100.00 1048.00
95 item 5.27 Supplying, fixing and wiring rotary selector switch suitable forAmmeter Each 2.00 200.00 400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 100.00 400.00 100.00 400.00
96 item 5.28 Supplying, fixing and wiring rotary selector switch suitable forVoltmeter Each 2.00 160.00 320.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 100.00 320.00 100.00 320.00
98 item 5.33 Supplying of multi function digital meter with three line back lightLCD type display for voltage, Current, frequency, Power, powerfactor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LTnetwork with IP 54 degree of protection and completely wired asrequired with communication Port and Class 0.5s accuracy Each 2.00 9,315.00 18,630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9315.00 100.00 18630.00 100.00 18630.00
99 item 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden CurrentTransformer Class 0.5 accuracy with Tape Wound. Each 26.00 562.00 14,612.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 562.00 100.00 14612.00 100.00 14612.00
100 item 5.38 Supplying and fixing of LED type panel board indicating lampwith required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 60.00 515.00 30,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 515.00 100.00 30900.00 100.00 30900.00
101 item 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 16.00 1,492.00 23,872.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1492.00 100.00 23872.00 100.00 23872.00
116 item 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 20.00 3,200.00 64,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3200.00 100.00 64000.00 100.00 64000.00
117 item 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 20.00 3,510.00 70,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3510.00 100.00 70200.00 100.00 70200.00
118 item 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 20.00 4,256.00 85,120.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4256.00 100.00 85120.00 100.00 85120.00
130 item 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 25.00 570.00 14,250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 570.00 100.00 14250.00 100.00 14250.00
131 item 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 192.00 171.00 32,832.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171.00 100.00 32832.00 100.00 32832.00
133 item 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 32.00 707.00 22,624.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 707.00 100.00 22624.00 100.00 22624.00
134 item 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 2,326.00 490.00 1,139,740.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.00 100.00 1139740.00 100.00 1139740.00
135 item 18.1.1 cpwd Light EV AC Charger (Mode-3) Power 7 kW, Inputpower supply: 1phase 230 plus 10 percent Volt, output supply:230 Volt AC, Frequency:50 Hz plus or ninus 3percent Operationaltemperature range : -25 to 55 00C (outdoor), -5 to 55 C (Indoor)., RH upto 95percent Charging Device as perIS-17017- 22-1 EV-EVSE Communication: as perrelevant IS Codes, Bluetooth Low Energy, one ChargePoint Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer,suitable for 2 Wheelers and 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 54. MechanicalStrength: protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262.O/L,S/C protection. Insulation Resistance 1 M operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 3.00 23,385.00 70,155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23385.00 100.00 70155.00 100.00 70155.00
136 item 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: NormalPower 11kW/ 22 kW, 3 phase 415VAC(-40% to+20), Frequency:50 Hz +/-5%, output supply: 240Volt AC, Operational temperature range : -25 to 55 C(outdoor), -5 to 55 0C (Indoor), RH upto 95%,Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket asper IS-17017-2-2, Vehicle Connector as per IS-017017-2-2 Vehicle Inlet/ Connector As per EVmanufacturer, suitable for 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 5 4. MechanicalStrength : protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262. O/L,S/C protection. Insulation Resistance 1 operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 2.00 84,219.00 168,438.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84219.00 100.00 168438.00 100.00 168438.00
137 item 25.1.1 CPWD Automatic Power Factor Correction (APFC) SystemSupply, Installation, testing and commissioning ofAutomatic Power Factor Correction (APFC) panel,indoor type floor mounted free standing totallyenclosed, extendable, IP 42, of following capacity for3 phase, 415 V + 10 50 Hz AC System forAmbient temperature -5C to +40C, fabricated incompartmentalised designed made of CRCA sheetsteel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing completewith 9 tank process for powder coated of approvedshade ( RAL 7032-Siemens Gray or as approved byEngineer- in-Charge), having front section (switch gearand control accessories) and rear section capacitorand reactor, front and rear access, having suitablecurrent carrying capacity, extensible TPN Aluminiumalloy bus bar of high conductivity, DMC/SMC bus barsupports, bottom base channel of MS Section,fabrication shall be done in transportable section,entire panel shall have common copper earth bar ofminimum size of 25mm x 5mm with 2 nos. earthstuds, the earth terminals provided on the body ofcapacitor bank shall also be bonded to the maincapacitor panel earth bus with 2 nos. 8 SWG or 6SWG GI earth wires/ equivalent size of copperconductor cable, forced ventilation for maintainingtemperature rise not more than 5C from ambient,interconnections, connections with 14 detuned reactor and heavy duty 525 V ISI marked ImpregnatedMPP(Metalized Polypropylene) Capacitor (IS 13340Part -1 & 2) APFC Panel shall be in compliance withIS :16636 & CPWD Specifications etc. as per below details. (A) IncomersSuitable capacity MCCB Microprocessor base withO/C, S/C, E/L release of TPN 50KA breaking capacity(Ics=Icu), ON, OFF, Trip, R, Y, B - LED IndicatingLamp set along with required Instruments andaccessories with extended rotary handle and doorinterlocking arrangement. Current rating of the184DELHI SCHEDULE OF RATES (E&M)-2025Incomer in ampere shall be APFC Panel rating inKVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessorrelay/controller , advance 8/12 stages (8 stages forcapacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMPport open protocol for BMS integration as perapproved by Engineering in charge and havingdisplay of Phase wise V, A, PF, Cos-Phi, Kw, KVA,KVAR, THD-V , THD-I, harmonics up to 31 level. 3nos of dual core CT's accuracy class 1, 15VA atincomer of PCC Panelfor APFC relay. Auto Manual Selector switch, auxiliary contactorswith timer for delay in manual mode.Digital Multi function meter with LED Display for V,A, PF, KW, KVA, KVAR, THD-V & I, Frequency.Suitable rating control transformer shall be providedfor control and indication circuit. All components like control transformer, meter, relayand indicating lamp shall be protected by usingsuitable rating individual MCB's.Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulatedmulti stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolyticgrade Aluminium bus bar of capacity 1.25 times ofincomer rating as per CPWD specification. Outgoings (APFC Section) Selection of thecapacitors combinations shall be for continuousrating and each capacitor bank shall have suitablecapacity Heavy Duty ISI Marked Capacitor, capacitorduty contactor,the capacitor shall be mounted onchannel with base of perforated M SPowder coatedsheet, connections inter connections etc. and otherfeatures as per CPWD Specifications and relevant ISCode having following: Capacitor bank ratings & stages shall be as per thetechnical specifications sheet of NIT. Capacitor will be MPP self healing type withdischarge resistor,pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higherKVAR has to be considered to get rated output at 415Volts. 50 KVAR185DELHI SCHEDULE OF RATES (E&M)-2025(iv) 14 Detuned Reactor of class H insulation &150 linearity in se Each 2.00 219,906.00 439,812.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 219906.00 100.00 439812.00 100.00 439812.00
Electrical 2- Column and dome electrification
141 Item 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c Km 0.10 141,842.00 14,184.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141842.00 100.00 14184.20 100.00 14184.20
142 Item 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 0.15 121,417.00 18,212.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121417.00 100.00 18212.55 100.00 18212.55
Electrical 3 - LV Works
179 8.2.8 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.50pair m 96.00 406.00 38,976.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 406.00 100.00 38976.00 100.00 38976.00
180 40.1.1 2 MP IP IR Dome Camera 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera Each 80.00 8,048.00 643,840.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8048.00 100.00 643840.00 100.00 643840.00
181 40.6 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features Each 28.00 12,525.00 350,700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12525.00 100.00 350700.00 100.00 350700.00
182 40.9.3 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features Each 2.00 107,974.00 215,948.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 107974.00 100.00 215948.00 100.00 215948.00
183 40.11.2 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned Each 6.00 82,600.00 495,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82600.00 100.00 495600.00 100.00 495600.00
184 40.12 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) Each 6.00 20,119.00 120,714.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20119.00 100.00 120714.00 100.00 120714.00
Electrical 4 - Lightning Mast
185 9.3.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long GI tube having prong at the top with 85mm dia 6 mm thick base plate including holes etc. complete as required..CPWD…CH-6-6.2 Each 21.00 518.00 10,878.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 518.00 100.00 10878.00 100.00 10878.00
186 9.3.2 Jointing copper / GI tape by rieting/nut bolting/sweating and soldering etc. as required..CPWD…CH-6-6.3 Each 21.00 113.00 2,373.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113.00 100.00 2373.00 100.00 2373.00
187 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts...Item No.12.57 No 63.00 4,256.00 268,128.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4256.00 100.00 268128.00 100.00 268128.00
Electrical 5 - Telephone and CCTV
189 MR-1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 200.00 820.00 164,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 820.00 100.00 164000.00 100.00 164000.00
190 MR-2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 52.00 700.00 36,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 700.00 100.00 36400.00 100.00 36400.00
191 MR-3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 40.00 850.00 34,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 850.00 100.00 34000.00 100.00 34000.00
192 MR-4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 48.00 2,200.00 105,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2200.00 100.00 105600.00 100.00 105600.00
193 MR-5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 4.00 67,000.00 268,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67000.00 100.00 268000.00 100.00 268000.00
194 MR-6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2.00 52,000.00 104,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52000.00 100.00 104000.00 100.00 104000.00
195 MR-7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1.00 130,000.00 130,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130000.00 100.00 130000.00 100.00 130000.00
196 MR-8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 450,000.00 450,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 450000.00 100.00 450000.00 100.00 450000.00
197 MR-9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 1.00 4,850.00 4,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4850.00 100.00 4850.00 100.00 4850.00
198 MR-10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125micro meter. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 300.00 112.00 33,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.00 100.00 33600.00 100.00 33600.00
199 MR-11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 micrometer (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 50.00 278.00 13,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 278.00 100.00 13900.00 100.00 13900.00
200 MR-12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /Derwiser/ Rit. Each 2.00 17,000.00 34,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17000.00 100.00 34000.00 100.00 34000.00
201 MR-13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 1.00 28,500.00 28,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28500.00 100.00 28500.00 100.00 28500.00
202 MR-14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 24.00 2,400.00 57,600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2400.00 100.00 57600.00 100.00 57600.00
203 MR-15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 17,000.00 17,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17000.00 100.00 17000.00 100.00 17000.00
204 MR-16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 354.00 200.00 70,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 100.00 70800.00 100.00 70800.00
205 MR-17 Supplying, fixing, and configuring 10G Base-SR (SFP+) simplex MM transceiver erected in provided rack complete. Each 1.00 29,027.00 29,027.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29027.00 100.00 29027.00 100.00 29027.00
207 MR-19 Supplying and fixing SC/LC type multimode pigtails (OM3) for LIU to terminate OFC in LIU Each 24.00 826.00 19,824.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 826.00 100.00 19824.00 100.00 19824.00
208 MR-20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 1.00 97,337.00 97,337.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97337.00 100.00 97337.00 100.00 97337.00
209 MR-21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. Mtr 80.00 733.00 58,640.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 733.00 100.00 58640.00 100.00 58640.00
Electrical 6 - Lifts
Special ornamental finish Work for RCC columns
233 7.38.1.2, CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm 1,371.31 2,904.77 3,983,340.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2904.77 100.00 3983340.15 100.00 3983340.15
234 8.20.1, CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut Sqm 317.60 3,047.78 967,974.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3047.78 100.00 967974.93 100.00 967974.93
Electrical for Borewell
235 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2). Upto 12.5 HP (5.2.1) Each 2.00 7,455.00 14,910.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7455.00 100.00 14910.00 100.00 14910.00
236 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 247,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 413.00 100.00 247800.00 100.00 247800.00
237 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) Km 0.12 139,549.00 16,745.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 139549.00 100.00 16745.88 100.00 16745.88
238 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) Km 0.12 20,886.00 2,506.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20886.00 100.00 2506.32 100.00 2506.32
239 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 73,548.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 454.00 100.00 73548.00 100.00 73548.00
240 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 25,920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 100.00 25920.00 100.00 25920.00
241 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 5,424.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 904.00 100.00 5424.00 100.00 5424.00
242 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. Kvar 10.00 480.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 480.00 100.00 4800.00 100.00 4800.00
243 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 482.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241.00 100.00 482.00 100.00 482.00
244 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete50mm OD Mtr 200.00 101.00 20,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.00 100.00 20200.00 100.00 20200.00
245 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 652.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 326.13 100.00 652.26 100.00 652.26
247 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 8,688.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2172.00 100.00 8688.00 100.00 8688.00
PL (Labour) 15.413% Pc (Cement) 6.766% Ps (Reinforcement Steel) 22.740% Fuel & Lubricant 0.000% Pp (Plant & Machiney spares) 1.286% Pm (Other materials) 53.796%
PL (Labour) = 15.413%
Pc (Cement) = 6.766%
Ps (Reinforcement Steel) = 22.740%
Fuel & Lubricant = 0.000%
Pp (Plant & Machiney spares) = 1.286%
Pm (Other materials) = 53.796%
TOTAL = 100.000%
9 BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS 715,046.70
10 STILT FLOOR WATER SUPPLY & SANITARY WORKS 853,787.13
11 GROUND FLOOR WATER SUPPLY & SANITARY WORKS 1,031,833.90
12 FIRST FLOOR WATER SUPPLY & SANITARY WORKS 1,045,532.25
13 SECOND FLOOR WATER SUPPLY & SANITARY WORKS 1,060,285.71
14 THIRD FLOOR WATER SUPPLY & SANITARY WORKS 1,114,775.15
15 Sump tank 2,111,042.81
16 Borewell 352,375.80
Name of the Work : CONSTRUCTION OF PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA BUILDING AT BELAGAVI DISTRICT ( WI-PWD/2025-26/WORK_INDENT31327 )
Sl No Item code Description Unit Quantity Rate Amount Mile Stone No 1 Mile Stone No 2 Mile Stone No 3 Mile Stone No 4 Grand Total
1st Month 2nd Month 3rd Month 4th Month 5th Month Total 6th Month 7th Month 8th Month 9th Month Total 10th Month 11th Month 12th Month 13th Month Total 14th Month 15th Month 16th Month 17th Month 18th Month Total
Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial Physical Financial
BASEMENT FLOOR-CIVIL WORKS
1 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 539.60 99.75 53825.10 300.00 29,925.00 239.60 23,900.10 0.00 0.00 0.00 0.00 539.60 53,825.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,825.10 0.00
2 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 1643.78 107.10 176048.84 0.00 1,643.78 176,048.84 0.00 0.00 0.00 0.00 0.00 0.00 1,643.78 176,048.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 176,048.84 0.00
3 1.15.2 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m Cum 3649.14 446.25 1628428.73 0.00 0.00 3,649.14 1,628,428.73 0.00 0.00 0.00 0.00 0.00 0.00 3,649.14 1,628,428.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,628,428.73 0.00
4 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 752.49 185.85 139850.27 0.00 0.00 0.00 752.49 139,850.27 0.00 0.00 0.00 0.00 752.49 139,850.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 139,850.27 0.00
5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 3153.70 125.14 394654.02 0.00 0.00 0.00 3,153.70 394,654.02 0.00 0.00 0.00 0.00 3,153.70 394,654.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 394,654.02 0.00
6 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 572.55 5034.19 2882325.48 0.00 0.00 0.00 572.55 2,882,325.48 0.00 0.00 0.00 572.55 2,882,325.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,882,325.48 0.00
7 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 2642.28 6595.25 17426497.17 0.00 0.00 0.00 0.00 1,134.02 7,479,145.41 1,130.89 7,458,502.27 377.37 2,488,849.49 2,642.28 17,426,497.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,426,497.17 0.00
8 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1233.00 279.30 344376.90 0.00 0.00 0.00 0.00 0.00 0.00 1,233.00 344,376.90 0.00 0.00 1,233.00 344,376.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 344,376.90 0.00
9 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1606.00 454.65 730167.90 0.00 0.00 0.00 0.00 0.00 1,606.00 730,167.90 0.00 0.00 1,606.00 730,167.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 730,167.90 0.00
10 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 21.23 6346.03 134726.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.23 134,726.22 0.00 0.00 21.23 134,726.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 134,726.22 0.00
11 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 302.87 85046.80 25758124.32 0.00 0.00 0.00 0.00 102.71 8,735,241.87 167.06 14,207,918.41 31.62 2,688,754.58 301.39 25,631,914.86 0.00 1.48 126,209.45 0.00 0.00 1.48 126,209.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,758,124.32 0.00
12 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 64.17 8460.67 542921.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.17 542,921.19 0.00 0.00 64.17 542,921.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 542,921.19 0.00
13 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 17.50 1091.25 19096.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.50 19,096.88 0.00 0.00 17.50 19,096.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,096.88 0.00
14 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.35 104793.31 36677.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 36,677.66 0.35 36,677.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36,677.66 0.00
15 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 4.00 1076.41 4305.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 4,305.64 4.00 4,305.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,305.64 0.00
16 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 9.45 7513.64 71003.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.45 71,003.90 9.45 71,003.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71,003.90 0.00
17 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4806.19 9083.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.89 9,083.70 1.89 9,083.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,083.70 0.00
18 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1181.40 1181.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,181.40 1.00 1,181.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,181.40 0.00
19 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 3.38 11435.37 38651.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.38 38,651.55 3.38 38,651.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,651.55 0.00
20 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 26.00 531.31 13814.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 13,814.06 26.00 13,814.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,814.06 0.00
21 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 20.00 5536.87 110737.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 110,737.40 20.00 110,737.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110,737.40 0.00
22 11.6.1 supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 30.40 2792.30 84885.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.40 84,885.92 30.40 84,885.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84,885.92 0.00
23 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 12.00 463.44 5561.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 5,561.28 12.00 5,561.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,561.28 0.00
27 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 14.80 7141.41 105692.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 105,692.87 14.80 105,692.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 105,692.87 0.00
28 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 39.60 6065.00 240174.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.60 240,174.00 39.60 240,174.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 240,174.00 0.00
29 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2160.00 194.07 419191.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,160.00 419,191.20 2,160.00 419,191.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 419,191.20 0.00
30 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1532.24 599.18 918087.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,532.24 918,087.56 1,532.24 918,087.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 918,087.56 0.00
31 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 6052.52 268.31 1623951.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,052.52 1,623,951.64 0.00 6,052.52 1,623,951.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,623,951.64 0.00
32 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 95.39 40.30 3844.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.39 3,844.22 0.00 95.39 3,844.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,844.22 0.00
33 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1088.16 405.11 440824.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,088.16 440,824.50 0.00 1,088.16 440,824.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 440,824.50 0.00
34 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 8486.02 106.05 899942.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,486.02 899,942.42 0.00 8,486.02 899,942.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 899,942.42 0.00
35 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 284.79 3020.30 860151.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 284.79 860,151.24 0.00 0.00 0.00 284.79 860,151.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 860,151.24 0.00
36 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 31.71 5648.22 179105.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.71 179,105.06 0.00 0.00 0.00 31.71 179,105.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179,105.06 0.00
37 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 232.67 347.84 80931.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 232.67 80,931.93 0.00 0.00 0.00 232.67 80,931.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80,931.93 0.00
38 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 43.47 333.00 14475.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.47 14,475.51 0.00 0.00 0.00 43.47 14,475.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,475.51 0.00
39 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 4.09 1210.03 4949.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 4,949.02 0.00 0.00 0.00 4.09 4,949.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,949.02 0.00
40 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 2384.52 840.98 2005333.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,384.52 2,005,333.63 0.00 0.00 0.00 2,384.52 2,005,333.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,005,333.63 0.00
41 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 8486.02 167.56 1421917.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,486.02 1,421,917.51 0.00 8,486.02 1,421,917.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,421,917.51 0.00
42 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1088.16 165.44 180025.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,088.16 180,025.19 0.00 1,088.16 180,025.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 180,025.19 0.00
43 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.60 121.96 16293.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133.60 16,293.86 0.00 133.60 16,293.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,293.86 0.00
44 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 56.21 2226.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.61 2,226.48 0.00 39.61 2,226.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,226.48 0.00
45 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 146.35 5796.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.61 5,796.92 0.00 39.61 5,796.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,796.92 0.00
46 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. /letter/cm height 10000.00 4.24 42400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,000.00 42,400.00 0.00 10,000.00 42,400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42,400.00 0.00
47 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 685.50 866.43 593937.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 685.50 593,937.77 0.00 0.00 0.00 685.50 593,937.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 593,937.77 0.00
48 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 315.00 308.61 97212.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315.00 97,212.15 0.00 0.00 315.00 97,212.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,212.15 0.00
49 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 5026.00 114.53 575627.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,026.00 575,627.78 0.00 0.00 0.00 5,026.00 575,627.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 575,627.78 0.00
50 7.49.1 supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with Truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/Sqm K (max) Sqm 179.50 4125.35 740500.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 179.50 740,500.33 0.00 0.00 0.00 179.50 740,500.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 740,500.33 0.00
51 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 514.80 129.38 66604.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 514.80 66,604.82 0.00 0.00 0.00 514.80 66,604.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66,604.82 0.00
52 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,583.72 0.00 0.00 0.00 85.32 49,583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,583.72 0.00
53 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 148.80 2121.00 315604.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.80 315,604.80 0.00 0.00 0.00 148.80 315,604.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315,604.80 0.00
55 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2607.62 3.18 8292.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,607.62 8,292.23 2,607.62 8,292.23 8,292.23 0.00
56 17.5 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 393.00 1190.94 468039.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 393.00 468,039.42 0.00 0.00 0.00 393.00 468,039.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 468,039.42 0.00
57 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 14.80 1908.90 28251.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 28,251.72 0.00 0.00 0.00 14.80 28,251.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,251.72 0.00
58 Pg -91, It. 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 5473.69 1519.64 8318038.27 0.00 0.00 3,284.21 4,990,822.96 2,189.48 3,327,215.31 0.00 0.00 0.00 0.00 5,473.69 8,318,038.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,318,038.27 0.00
59 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 521.43 527.62 275116.90 0.00 0.00 0.00 0.00 521.43 275,116.90 0.00 0.00 0.00 0.00 521.43 275,116.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275,116.90 0.00
60 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 456.82 197.86 90386.41 0.00 0.00 0.00 0.00 456.82 90,386.41 0.00 0.00 0.00 0.00 456.82 90,386.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,386.41 0.00
61 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 155.75 4616.67 719046.35 0.00 0.00 0.00 0.00 155.75 719,046.35 0.00 0.00 0.00 0.00 155.75 719,046.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 719,046.35 0.00
62 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 578.03 659.52 381222.35 0.00 0.00 0.00 0.00 0.00 0.00 578.03 381,222.35 0.00 0.00 578.03 381,222.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 381,222.35 0.00
63 SL No-2, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per Cum is 50 percent Cum 118.07 3297.62 389349.99 0.00 0.00 0.00 0.00 0.00 0.00 118.07 389,349.99 0.00 0.00 118.07 389,349.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 389,349.99 0.00
64 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 7.73 3807.62 29432.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.73 29,432.90 0.00 0.00 7.73 29,432.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,432.90 0.00
65 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 13.50 2855.71 38552.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.50 38,552.09 0.00 0.00 13.50 38,552.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,552.09 0.00
66 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 213.50 4616.67 985659.05 0.00 0.00 0.00 0.00 0.00 0.00 213.50 985,659.05 0.00 0.00 213.50 985,659.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 985,659.05 0.00
67 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 221.32 3957.15 875796.44 0.00 0.00 0.00 0.00 0.00 0.00 221.32 875,796.44 0.00 0.00 221.32 875,796.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 875,796.44 0.00
68 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 364.30 3297.62 1201322.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 364.30 1,201,322.97 364.30 1,201,322.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,201,322.97 0.00
69 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 13.06 3297.62 43066.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.06 43,066.92 13.06 43,066.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,066.92 0.00
STILT FLOOR-CIVIL WORKS
1 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 116.51 107.10 12478.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116.51 12,478.22 0.00 0.00 0.00 116.51 12,478.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12,478.22 0.00
2 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 45.04 185.85 8370.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.04 8,370.68 0.00 0.00 0.00 45.04 8,370.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,370.68 0.00
3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 436.77 123.90 54115.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 436.77 54,115.80 0.00 0.00 0.00 0.00 436.77 54,115.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,115.80 0.00
4 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 101.90 4984.35 507905.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.90 507,905.27 0.00 0.00 0.00 0.00 101.90 507,905.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 507,905.27 0.00
5 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 1043.91 6529.95 6816680.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,043.91 6,816,680.10 0.00 0.00 0.00 0.00 1,043.91 6,816,680.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,816,680.10 0.00
6 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1612 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 16 (1 cement 6 coarse sand) Cum 55.59 5864.25 325993.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.59 325,993.66 0.00 0.00 0.00 55.59 325,993.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 325,993.66 0.00
7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 88.00 454.65 40009.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.00 40,009.20 0.00 0.00 88.00 40,009.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40,009.20 0.00
8 1.8 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 238.70 497.70 118800.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 238.70 118,800.99 0.00 0.00 238.70 118,800.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 118,800.99 0.00
9 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm5 Grade Cum 39.73 6345.15 252092.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.73 252,092.81 0.00 39.73 252,092.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 252,092.81 0.00
10 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 100.68 6283.20 632592.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.68 632,592.58 0.00 100.68 632,592.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 632,592.58 0.00
11 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 166.41 84204.75 14012512.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 158.44 13,341,400.59 0.00 7.97 671,111.86 0.00 166.41 14,012,512.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,012,512.45 0.00
12 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 378.48 8376.90 3170489.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 378.48 3,170,489.11 0.00 378.48 3,170,489.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,170,489.11 0.00
13 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 162.66 1080.45 175746.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 162.66 175,746.00 0.00 162.66 175,746.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175,746.00 0.00
14 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 36.10 2117.85 76454.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.10 76,454.38 0.00 0.00 36.10 76,454.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76,454.38 0.00
15 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.08 103755.75 8300.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 8,300.46 0.00 0.00 0.00 0.08 8,300.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,300.46 0.00
16 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 27.00 1065.75 28775.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.00 28,775.25 0.00 0.00 0.00 27.00 28,775.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,775.25 0.00
17 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 34.23 4320.75 147899.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34.23 147,899.27 0.00 0.00 0.00 34.23 147,899.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 147,899.27 0.00
18 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 8.82 7439.25 65614.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.82 65,614.19 0.00 0.00 0.00 8.82 65,614.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65,614.19 0.00
19 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4758.60 8993.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.89 8,993.75 0.00 0.00 0.00 1.89 8,993.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,993.75 0.00
20 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1169.70 1169.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,169.70 0.00 0.00 0.00 1.00 1,169.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,169.70 0.00
21 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 59.77 11322.15 676724.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.77 676,724.91 0.00 0.00 0.00 59.77 676,724.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 676,724.91 0.00
22 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 23.40 526.05 12309.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.40 12,309.57 0.00 0.00 0.00 23.40 12,309.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12,309.57 0.00
23 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 17.10 5482.05 93743.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.10 93,743.06 0.00 0.00 0.00 17.10 93,743.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93,743.06 0.00
24 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 50.00 458.85 22942.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 22,942.50 0.00 0.00 0.00 50.00 22,942.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,942.50 0.00
28 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 41.80 250.95 10489.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41.80 10,489.71 0.00 0.00 0.00 41.80 10,489.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,489.71 0.00
29 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 13.86 6557.25 90883.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 90,883.49 0.00 0.00 0.00 13.86 90,883.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,883.49 0.00
30 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 57.54 7070.70 406848.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.54 406,848.08 0.00 0.00 0.00 57.54 406,848.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 406,848.08 0.00
31 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 7.80 6004.95 46838.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.80 46,838.61 0.00 0.00 0.00 7.80 46,838.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46,838.61 0.00
32 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 3680.88 192.15 707281.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,680.88 707,281.09 0.00 0.00 0.00 3,680.88 707,281.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 707,281.09 0.00
33 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 5601.02 593.25 3322805.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,601.02 3,322,805.12 0.00 0.00 0.00 5,601.02 3,322,805.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,322,805.12 0.00
34 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 4573.26 265.65 1214886.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,573.26 1,214,886.52 4,573.26 1,214,886.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,214,886.52 0.00
35 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3605.55 39.90 143861.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,605.55 143,861.45 3,605.55 143,861.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 143,861.45 0.00
36 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1779.18 401.10 713629.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,779.18 713,629.10 1,779.18 713,629.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 713,629.10 0.00
37 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 9040.00 69.30 626472.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,040.00 626,472.00 9,040.00 626,472.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 626,472.00 0.00
38 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6578.21 105.00 690712.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,578.21 690,712.05 6,578.21 690,712.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 690,712.05 0.00
39 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 737.98 2990.40 2206855.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 737.98 2,206,855.39 0.00 0.00 737.98 2,206,855.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,206,855.39 0.00
40 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 112.69 5592.30 630196.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112.69 630,196.29 0.00 0.00 112.69 630,196.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 630,196.29 0.00
41 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 421.37 344.40 145119.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 421.37 145,119.83 0.00 0.00 421.37 145,119.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 145,119.83 0.00
42 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 166.97 329.70 55050.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 166.97 55,050.01 0.00 0.00 166.97 55,050.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55,050.01 0.00
43 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 591.92 1198.05 709149.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 591.92 709,149.76 0.00 0.00 591.92 709,149.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 709,149.76 0.00
44 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 1637.89 832.65 1363789.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,637.89 1,363,789.11 0.00 0.00 1,637.89 1,363,789.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,363,789.11 0.00
45 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 129.02 2711.10 349786.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.02 349,786.12 0.00 0.00 129.02 349,786.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 349,786.12 0.00
46 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 218.72 1407.00 307739.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 218.72 307,739.04 0.00 0.00 218.72 307,739.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307,739.04 0.00
47 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6578.25 165.90 1091331.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,578.25 1,091,331.68 0.00 6,578.25 1,091,331.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,091,331.68 0.00
48 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1779.19 163.80 291431.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,779.19 291,431.32 0.00 1,779.19 291,431.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291,431.32 0.00
49 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 187.83 120.75 22680.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.83 22,680.47 0.00 187.83 22,680.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,680.47 0.00
50 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 55.65 17087.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307.06 17,087.89 0.00 307.06 17,087.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,087.89 0.00
51 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 144.90 44492.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307.06 44,492.99 0.00 307.06 44,492.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44,492.99 0.00
52 6.8.2 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 632018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H IRC - IRC SP 632018 Sqm 444.60 1219.05 541989.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 444.60 541,989.63 444.60 541,989.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 541,989.63 0.00
53 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/Sqm & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with suspension system of approved make. Sqm 246.07 2354.10 579273.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 246.07 579,273.39 0.00 0.00 246.07 579,273.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 579,273.39 0.00
54 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/Sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 336.58 2076.90 699043.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336.58 699,043.00 0.00 0.00 336.58 699,043.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 699,043.00 0.00
55 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 10000.00 4.20 42000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,000.00 42,000.00 0.00 10,000.00 42,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42,000.00 0.00
56 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.40 2924.25 15790.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.40 15,790.95 0.00 0.00 5.40 15,790.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,790.95 0.00
57 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 60.17 3782.10 227568.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.17 227,568.96 0.00 0.00 0.00 60.17 227,568.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 227,568.96 0.00
58 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in Sqm.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ Sqm degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 23.10 3195.15 73807.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.10 73,807.97 0.00 0.00 0.00 23.10 73,807.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,807.97 0.00
59 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 237.31 857.85 203576.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 237.31 203,576.38 0.00 0.00 0.00 237.31 203,576.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 203,576.38 0.00
60 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 200.00 305.55 61110.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 61,110.00 0.00 0.00 0.00 200.00 61,110.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61,110.00 0.00
61 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 575.40 49093.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,093.13 0.00 0.00 85.32 49,093.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,093.13 0.00
62 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2100.00 561960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 561,960.00 0.00 0.00 267.60 561,960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 561,960.00 0.00
64 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 101.94 1890.00 192666.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101.94 192,666.60 0.00 0.00 101.94 192,666.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192,666.60 0.00
65 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2854.98 3.15 8993.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,854.98 8,993.19 2,854.98 8,993.19 8,993.19 0.00
66 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 197.81 1504.60 297624.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 197.81 297,624.93 0.00 0.00 0.00 197.81 297,624.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297,624.93 0.00
67 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 16.90 522.40 8828.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.90 8,828.56 0.00 0.00 0.00 16.90 8,828.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,828.56 0.00
68 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 69.45 195.90 13605.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.45 13,605.26 0.00 0.00 0.00 69.45 13,605.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,605.26 0.00
69 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 4.91 4570.96 22443.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.91 22,443.41 0.00 0.00 0.00 4.91 22,443.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,443.41 0.00
70 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 83.16 653.00 54303.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.16 54,303.48 0.00 0.00 0.00 83.16 54,303.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,303.48 0.00
71 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 39.73 634.52 25209.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 39.73 25,209.48 0.00 0.00 0.00 39.73 25,209.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,209.48 0.00
72 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 29.97 3769.92 112984.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29.97 112,984.50 0.00 29.97 112,984.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 112,984.50 0.00
73 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 70.71 2827.44 199928.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.71 199,928.28 0.00 70.71 199,928.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 199,928.28 0.00
74 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 186.05 4570.96 850427.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.05 850,427.11 0.00 0.00 0.00 186.05 850,427.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 850,427.11 0.00
75 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 320.22 3917.97 1254612.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 320.22 1,254,612.35 0.00 0.00 0.00 320.22 1,254,612.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,254,612.35 0.00
76 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 319.10 3264.98 1041855.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 319.10 1,041,855.12 0.00 0.00 0.00 319.10 1,041,855.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,041,855.12 0.00
77 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 44.12 3264.98 144050.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.12 144,050.92 0.00 0.00 0.00 44.12 144,050.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144,050.92 0.00
78 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 150097.19 420272.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 420,272.13 0.00 0.00 0.00 2.80 420,272.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420,272.13 0.00
GROUND FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 764.02 6595.25 5038902.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 764.02 5,038,902.91 0.00 0.00 764.02 5,038,902.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,038,902.91 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 63.35 6346.03 402021.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.35 402,021.00 63.35 402,021.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 402,021.00 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 500.57 8460.67 4235157.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500.57 4,235,157.58 500.57 4,235,157.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,235,157.58 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1091.25 49630.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 49,630.05 45.48 49,630.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,630.05 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 140.01 85046.80 11907402.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 137.94 11,731,440.64 0.00 2.07 175,961.83 140.01 11,907,402.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,907,402.47 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 13.19 2139.03 28213.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.19 28,213.81 0.00 13.19 28,213.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,213.81 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.50 104793.31 52396.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 52,396.66 0.00 0.00 0.50 52,396.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,396.66 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 28.00 1076.41 30139.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 30,139.48 0.00 0.00 28.00 30,139.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,139.48 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 13.65 4363.96 59568.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.65 59,568.05 0.00 0.00 13.65 59,568.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59,568.05 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4.41 7513.64 33135.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.41 33,135.15 0.00 0.00 4.41 33,135.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,135.15 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 5.67 4806.19 27251.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.67 27,251.10 0.00 0.00 5.67 27,251.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,251.10 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 5.00 1181.40 5907.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5,907.00 0.00 0.00 5.00 5,907.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,907.00 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 75.08 11435.37 858567.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.08 858,567.58 0.00 0.00 75.08 858,567.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 858,567.58 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 40.00 463.44 18537.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 18,537.60 0.00 0.00 40.00 18,537.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,537.60 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 52.20 253.46 13230.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.20 13,230.61 0.00 0.00 52.20 13,230.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,230.61 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.22 6622.82 114044.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.22 114,044.96 0.00 0.00 17.22 114,044.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,044.96 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 173.40 7141.41 1238320.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 173.40 1,238,320.49 0.00 0.00 173.40 1,238,320.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,238,320.49 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 15.84 6065.00 96069.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.84 96,069.60 0.00 0.00 15.84 96,069.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96,069.60 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 6778.50 194.07 1315503.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,778.50 1,315,503.50 0.00 0.00 6,778.50 1,315,503.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,315,503.50 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 599.18 2099221.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,099,221.14 0.00 0.00 3,503.49 2,099,221.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,099,221.14 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5533.89 268.31 1484798.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,533.89 1,484,798.03 0.00 0.00 0.00 5,533.89 1,484,798.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,484,798.03 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3710.68 39.90 148056.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,710.68 148,056.13 0.00 0.00 0.00 3,710.68 148,056.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148,056.13 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 405.11 355654.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 877.92 355,654.17 0.00 0.00 0.00 877.92 355,654.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 355,654.17 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 69.99 542002.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 542,002.56 0.00 0.00 0.00 7,744.00 542,002.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 542,002.56 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7679.40 106.05 814400.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,679.40 814,400.37 0.00 0.00 0.00 7,679.40 814,400.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 814,400.37 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1255.99 3020.30 3793466.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,255.99 3,793,466.60 0.00 1,255.99 3,793,466.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,793,466.60 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 76.64 5648.22 432879.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76.64 432,879.58 0.00 76.64 432,879.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 432,879.58 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 678.63 347.84 236054.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 678.63 236,054.66 0.00 678.63 236,054.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236,054.66 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 333.00 33076.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,076.89 0.00 99.33 33,076.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,076.89 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 831.81 1210.03 1006515.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 831.81 1,006,515.05 0.00 831.81 1,006,515.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,006,515.05 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2738.21 161554.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.00 161,554.39 0.00 59.00 161,554.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 161,554.39 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 419.39 1421.07 595982.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 419.39 595,982.55 0.00 419.39 595,982.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 595,982.55 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7628.83 167.56 1278286.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,628.83 1,278,286.75 7,628.83 1,278,286.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,278,286.75 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 165.44 145243.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 877.92 145,243.08 877.92 145,243.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 145,243.08 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 53.03 14378.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 271.14 14,378.55 271.14 14,378.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,378.55 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 120.75 32740.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 271.14 32,740.16 271.14 32,740.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,740.16 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 56.21 5614.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.88 5,614.25 99.88 5,614.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,614.25 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 146.35 14617.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.88 14,617.44 99.88 14,617.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,617.44 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.76 2953.49 17012.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.76 17,012.10 0.00 5.76 17,012.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,012.10 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3819.92 539907.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 539,907.49 0.00 141.34 539,907.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 539,907.49 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.89 3227.10 93230.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.89 93,230.92 0.00 28.89 93,230.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 93,230.92 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 866.43 61351.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.81 61,351.91 70.81 61,351.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61,351.91 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 170.83 2377.64 406172.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 170.83 406,172.24 0.00 170.83 406,172.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 406,172.24 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2097.67 1089550.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,089,550.77 0.00 519.41 1,089,550.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,089,550.77 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.24 16960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 16,960.00 4,000.00 16,960.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,960.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 308.61 49377.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 49,377.60 0.00 160.00 49,377.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,377.60 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 49,583.72 0.00 85.32 49,583.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,583.72 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2121.00 201070.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 201,070.80 0.00 94.80 201,070.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201,070.80 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2107.39 3.18 6701.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,107.39 6,701.50 2,107.39 6,701.50 6,701.50 0.00
54 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 243.84 1908.90 465466.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 243.84 465,466.18 0.00 243.84 465,466.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 465,466.18 0.00
55 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 186.05 4616.67 858931.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 186.05 858,931.45 0.00 0.00 186.05 858,931.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 858,931.45 0.00
56 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 241.98 3957.15 957551.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241.98 957,551.16 0.00 0.00 241.98 957,551.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 957,551.16 0.00
57 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 309.40 3297.62 1020283.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 309.40 1,020,283.63 0.00 0.00 309.40 1,020,283.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,020,283.63 0.00
58 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Cum 26.59 3297.62 87683.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 87,683.72 0.00 0.00 26.59 87,683.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87,683.72 0.00
60 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 18.81 2855.71 53715.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.81 53,715.91 18.81 53,715.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53,715.91 0.00
61 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.36 151598.16 357771.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.36 357,771.66 0.00 0.00 2.36 357,771.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 357,771.66 0.00
FIRST FLOOR CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 704.89 6660.55 4694955.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 704.89 4,694,955.09 0.00 704.89 4,694,955.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,694,955.09 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.53 6408.86 400746.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.53 400,746.02 62.53 400,746.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400,746.02 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 470.22 8544.44 4017766.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 470.22 4,017,766.58 470.22 4,017,766.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,017,766.58 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 62.82 1102.06 69231.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.82 69,231.41 62.82 69,231.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69,231.41 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 131.07 85888.84 11257450.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.05 11,083,954.80 2.02 173,495.46 131.07 11,257,450.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,257,450.26 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 12.78 2160.21 27607.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.78 27,607.48 12.78 27,607.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,607.48 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.51 105830.87 159804.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.51 159,804.61 0.00 1.51 159,804.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 159,804.61 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 44.00 1087.06 47830.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 47,830.64 0.00 44.00 47,830.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47,830.64 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 30.03 4407.16 132347.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.03 132,347.01 0.00 30.03 132,347.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 132,347.01 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7588.04 117159.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.44 117,159.34 0.00 15.44 117,159.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 117,159.34 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4853.77 73389.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.12 73,389.00 0.00 15.12 73,389.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,389.00 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 15.00 1193.09 17896.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 17,896.35 0.00 15.00 17,896.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,896.35 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 88.23 11548.59 1018932.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.23 1,018,932.10 0.00 88.23 1,018,932.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,018,932.10 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 76.00 468.03 35570.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76.00 35,570.28 0.00 76.00 35,570.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,570.28 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 255.97 16074.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,074.92 0.00 62.80 16,074.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,074.92 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6688.40 140456.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 140,456.40 0.00 21.00 140,456.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140,456.40 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 200.72 7212.11 1447614.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.72 1,447,614.72 0.00 200.72 1,447,614.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,447,614.72 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6125.05 114660.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.72 114,660.94 0.00 18.72 114,660.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,660.94 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7533.62 195.99 1476514.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,533.62 1,476,514.18 0.00 7,533.62 1,476,514.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,476,514.18 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 605.11 2119996.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,119,996.83 0.00 3,503.49 2,119,996.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,119,996.83 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5122.27 270.96 1387930.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,122.27 1,387,930.28 0.00 0.00 5,122.27 1,387,930.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,387,930.28 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3671.03 38.76 142289.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,671.03 142,289.12 0.00 0.00 3,671.03 142,289.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 142,289.12 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1413.44 409.12 578266.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,413.44 578,266.57 0.00 0.00 1,413.44 578,266.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 578,266.57 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 70.69 547423.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 547,423.36 0.00 0.00 7,744.00 547,423.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 547,423.36 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6987.20 107.10 748329.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,987.20 748,329.12 0.00 0.00 6,987.20 748,329.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 748,329.12 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1224.43 3050.21 3734768.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,224.43 3,734,768.63 1,224.43 3,734,768.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,734,768.63 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5704.15 695906.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 695,906.30 122.00 695,906.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 695,906.30 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 739.73 351.29 259859.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 739.73 259,859.75 739.73 259,859.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259,859.75 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 336.29 33403.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,403.69 99.33 33,403.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33,403.69 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.20 1222.01 998626.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 817.20 998,626.57 817.20 998,626.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 998,626.57 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.41 2765.32 164287.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.41 164,287.66 59.41 164,287.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 164,287.66 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 423.71 1435.14 608083.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 423.71 608,083.17 423.71 608,083.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 608,083.17 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6987.26 169.22 1182384.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,987.26 1,182,384.14 0.00 0.00 0.00 0.00 6,987.26 1,182,384.14 1,182,384.14 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1413.45 167.08 236159.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,413.45 236,159.23 0.00 0.00 0.00 0.00 1,413.45 236,159.23 236,159.23 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.34 53.55 16136.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.34 16,136.76 0.00 0.00 0.00 0.00 301.34 16,136.76 16,136.76 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.35 123.16 37114.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301.35 37,114.27 0.00 0.00 0.00 0.00 301.35 37,114.27 37,114.27 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 56.76 13783.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 242.83 13,783.03 0.00 0.00 0.00 0.00 0.00 242.83 13,783.03 13,783.03 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 147.80 35890.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 242.83 35,890.27 0.00 0.00 0.00 0.00 0.00 242.83 35,890.27 35,890.27 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2.70 2982.74 8053.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.70 8,053.40 2.70 8,053.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,053.40 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3857.74 545252.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 545,252.97 141.34 545,252.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 545,252.97 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 48.14 3259.05 156890.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.14 156,890.67 48.14 156,890.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156,890.67 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 283.07 875.01 247689.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 283.07 247,689.08 283.07 247,689.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 247,689.08 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 120.65 2401.18 289702.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.65 289,702.37 120.65 289,702.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 289,702.37 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2118.44 1100338.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,100,338.92 519.41 1,100,338.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,100,338.92 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.28 17120.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,120.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,120.00 17,120.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 311.66 49865.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 49,865.60 160.00 49,865.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49,865.60 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 586.91 50075.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 50,075.16 85.32 50,075.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50,075.16 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 57.60 2142.00 123379.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.60 123,379.20 57.60 123,379.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 123,379.20 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1891.49 3.21 6071.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,891.49 6,071.68 1,891.49 6,071.68 6,071.68 0.00
54 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 267.32 1927.80 515339.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.32 515,339.50 267.32 515,339.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 515,339.50 0.00
55 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70% Cum 177.84 4662.38 829157.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.84 829,157.66 0.00 177.84 829,157.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 829,157.66 0.00
56 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 224.89 3996.33 898734.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 224.89 898,734.65 0.00 224.89 898,734.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 898,734.65 0.00
57 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50% Cum 275.51 3330.27 917522.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275.51 917,522.69 0.00 275.51 917,522.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 917,522.69 0.00
58 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50% Cum 26.59 3330.27 88551.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 88,551.88 0.00 26.59 88,551.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88,551.88 0.00
59 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 44.16 3845.32 169809.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.16 169,809.33 44.16 169,809.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 169,809.33 0.00
60 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45% Cum 18.37 2883.99 52978.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.37 52,978.90 18.37 52,978.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,978.90 0.00
61 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 3.02 153099.13 462359.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.02 462,359.37 0.00 3.02 462,359.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 462,359.37 0.00
SECOND FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 739.14 6725.85 4971344.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 739.14 4,971,344.77 0.00 0.00 0.00 739.14 4,971,344.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,971,344.77 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 61.07 6471.70 395226.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.07 395,226.72 0.00 0.00 61.07 395,226.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 395,226.72 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 422.10 8628.21 3641967.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 422.10 3,641,967.44 0.00 0.00 422.10 3,641,967.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,641,967.44 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1112.86 50612.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 50,612.87 0.00 0.00 45.48 50,612.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50,612.87 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 130.35 86730.89 11305371.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.35 11,305,371.51 0.00 0.00 0.00 130.35 11,305,371.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,305,371.51 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2181.39 18061.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.28 18,061.91 0.00 0.00 8.28 18,061.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,061.91 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.41 106868.42 150684.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.41 150,684.47 0.00 0.00 1.41 150,684.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150,684.47 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 40.00 1097.72 43908.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 43,908.80 40.00 43,908.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,908.80 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 21.84 4450.37 97196.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.84 97,196.08 21.84 97,196.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,196.08 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.23 7662.43 101373.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.23 101,373.95 13.23 101,373.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,373.95 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4901.36 74108.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.12 74,108.56 15.12 74,108.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74,108.56 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 14.00 1204.79 16867.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 16,867.06 14.00 16,867.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,867.06 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 84.52 11661.81 985656.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.52 985,656.18 84.52 985,656.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 985,656.18 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 68.00 472.62 32138.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 68.00 32,138.16 68.00 32,138.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,138.16 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 258.48 16232.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,232.54 62.80 16,232.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,232.54 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6753.97 141833.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 141,833.37 21.00 141,833.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141,833.37 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 193.32 7282.82 1407914.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 193.32 1,407,914.76 193.32 1,407,914.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,407,914.76 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 16.80 6185.10 103909.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.80 103,909.68 16.80 103,909.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103,909.68 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7593.12 197.91 1502754.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,593.12 1,502,754.38 7,593.12 1,502,754.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,502,754.38 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 611.05 2140807.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,140,807.56 3,503.49 2,140,807.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,140,807.56 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5454.76 273.62 1492531.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,454.76 1,492,531.43 0.00 5,454.76 1,492,531.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,492,531.43 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4489.46 41.10 184516.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,489.46 184,516.81 0.00 4,489.46 184,516.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 184,516.81 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1720.09 413.13 710620.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,720.09 710,620.78 0.00 1,720.09 710,620.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 710,620.78 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 71.38 552766.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 552,766.72 0.00 7,744.00 552,766.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 552,766.72 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7577.05 108.15 819457.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,577.05 819,457.96 0.00 7,577.05 819,457.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 819,457.96 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1302.88 3080.11 4013013.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,302.88 4,013,013.72 0.00 0.00 0.00 0.00 1,302.88 4,013,013.72 4,013,013.72 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5760.07 702728.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 702,728.54 0.00 0.00 0.00 0.00 122.00 702,728.54 702,728.54 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 716.33 354.73 254103.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 716.33 254,103.74 0.00 0.00 0.00 0.00 716.33 254,103.74 254,103.74 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 339.59 33731.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 33,731.47 0.00 0.00 0.00 0.00 99.33 33,731.47 33,731.47 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.82 1233.99 1009181.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 817.82 1,009,181.70 0.00 0.00 0.00 0.00 817.82 1,009,181.70 1,009,181.70 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.75 2792.43 166847.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.75 166,847.69 0.00 0.00 0.00 0.00 59.75 166,847.69 166,847.69 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 420.53 1449.21 609436.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 420.53 609,436.28 0.00 0.00 0.00 0.00 420.53 609,436.28 609,436.28 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7577.13 170.88 1294779.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,577.13 1,294,779.97 0.00 0.00 0.00 7,577.13 1,294,779.97 1,294,779.97 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1720.10 168.71 290198.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,720.10 290,198.07 0.00 0.00 0.00 1,720.10 290,198.07 290,198.07 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 54.08 16425.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 303.73 16,425.72 0.00 0.00 0.00 303.73 16,425.72 16,425.72 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 124.37 37774.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 303.73 37,774.90 0.00 0.00 0.00 303.73 37,774.90 37,774.90 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 57.32 11015.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.18 11,015.76 0.00 0.00 0.00 192.18 11,015.76 11,015.76 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 149.25 28682.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.18 28,682.87 0.00 0.00 0.00 192.18 28,682.87 28,682.87 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3011.98 13011.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.32 13,011.75 0.00 0.00 0.00 0.00 4.32 13,011.75 13,011.75 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3895.56 550598.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 550,598.45 0.00 0.00 0.00 0.00 141.34 550,598.45 550,598.45 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 53.79 3291.00 177022.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.79 177,022.89 0.00 0.00 0.00 0.00 53.79 177,022.89 177,022.89 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 71.71 883.59 63362.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.71 63,362.24 0.00 0.00 0.00 0.00 71.71 63,362.24 63,362.24 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2424.72 722736.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.07 722,736.29 0.00 0.00 0.00 0.00 298.07 722,736.29 722,736.29 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2139.21 1111127.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,111,127.07 0.00 0.00 0.00 0.00 519.41 1,111,127.07 1,111,127.07 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4000.00 4.33 17320.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,000.00 17,320.00 0.00 0.00 0.00 0.00 4,000.00 17,320.00 17,320.00 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 314.72 50355.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 50,355.20 0.00 0.00 0.00 0.00 160.00 50,355.20 50,355.20 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 592.66 50565.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 50,565.75 0.00 0.00 0.00 0.00 85.32 50,565.75 50,565.75 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2163.00 205052.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 205,052.40 0.00 0.00 0.00 0.00 94.80 205,052.40 205,052.40 0.00
52 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 784.09 74331.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 74,331.73 0.00 0.00 0.00 0.00 94.80 74,331.73 74,331.73 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2146.20 3.24 6953.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,146.20 6,953.69 2,146.20 6,953.69 6,953.69 0.00
54 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2190.04 120693.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.11 120,693.10 0.00 0.00 0.00 0.00 55.11 120,693.10 120,693.10 0.00
55 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 259.92 1946.70 505986.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 259.92 505,986.26 0.00 0.00 0.00 0.00 259.92 505,986.26 505,986.26 0.00
56 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.69 154600.10 416260.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.69 416,260.77 2.69 416,260.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 416,260.77 0.00
57 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 175.45 4708.09 826034.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 175.45 826,034.39 0.00 0.00 0.00 175.45 826,034.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 826,034.39 0.00
58 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 220.90 4035.51 891444.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 220.90 891,444.16 0.00 0.00 0.00 220.90 891,444.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 891,444.16 0.00
59 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 316.40 3362.92 1064027.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 316.40 1,064,027.89 0.00 0.00 0.00 316.40 1,064,027.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,064,027.89 0.00
60 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.60 3362.92 89453.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.60 89,453.67 0.00 0.00 0.00 26.60 89,453.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89,453.67 0.00
61 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 42.92 3883.02 166645.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.92 166,645.63 0.00 0.00 42.92 166,645.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 166,645.63 0.00
62 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.08 2912.26 52664.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.08 52,664.44 0.00 0.00 18.08 52,664.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52,664.44 0.00
THIRD FLOOR-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 772.69 6791.15 5247453.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 772.69 5,247,453.69 0.00 0.00 772.69 5,247,453.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,247,453.69 0.00
2 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.69 6534.53 409649.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.69 409,649.69 0.00 62.69 409,649.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 409,649.69 0.00
3 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 411.56 8711.98 3585502.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 411.56 3,585,502.49 0.00 411.56 3,585,502.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,585,502.49 0.00
4 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1123.67 51104.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45.48 51,104.51 0.00 45.48 51,104.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,104.51 0.00
5 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 135.23 87572.94 11842488.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.23 11,842,488.68 0.00 0.00 135.23 11,842,488.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,842,488.68 0.00
6 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2202.56 18237.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.28 18,237.20 0.00 8.28 18,237.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,237.20 0.00
7 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.61 107905.98 173728.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 173,728.63 0.00 0.00 0.00 0.00 1.61 173,728.63 173,728.63 0.00
8 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 43.00 1108.38 47660.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.00 47,660.34 0.00 0.00 0.00 0.00 43.00 47,660.34 47,660.34 0.00
9 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 24.57 4493.58 110407.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.57 110,407.26 0.00 0.00 0.00 0.00 24.57 110,407.26 110,407.26 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7736.82 119456.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.44 119,456.50 0.00 0.00 0.00 0.00 15.44 119,456.50 119,456.50 0.00
11 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 17.01 4948.94 84181.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.01 84,181.47 0.00 0.00 0.00 0.00 17.01 84,181.47 84,181.47 0.00
12 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 16.00 1216.49 19463.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 19,463.84 0.00 0.00 0.00 0.00 16.00 19,463.84 19,463.84 0.00
13 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 86.97 11775.04 1024075.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.97 1,024,075.23 0.00 0.00 0.00 0.00 86.97 1,024,075.23 1,024,075.23 0.00
14 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 74.00 477.20 35312.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.00 35,312.80 0.00 0.00 0.00 0.00 74.00 35,312.80 35,312.80 0.00
18 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 260.99 16390.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 62.80 16,390.17 0.00 0.00 0.00 0.00 62.80 16,390.17 16,390.17 0.00
19 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6819.54 143210.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 143,210.34 0.00 0.00 0.00 0.00 21.00 143,210.34 143,210.34 0.00
20 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 182.10 7353.53 1339077.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 182.10 1,339,077.81 0.00 0.00 0.00 0.00 182.10 1,339,077.81 1,339,077.81 0.00
21 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6245.15 116909.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.72 116,909.21 0.00 0.00 0.00 0.00 18.72 116,909.21 116,909.21 0.00
22 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7023.00 199.84 1403476.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,023.00 1,403,476.32 0.00 0.00 0.00 0.00 7,023.00 1,403,476.32 1,403,476.32 0.00
23 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3503.49 616.98 2161583.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,503.49 2,161,583.26 0.00 0.00 0.00 0.00 3,503.49 2,161,583.26 2,161,583.26 0.00
24 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5683.43 276.28 1570218.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,683.43 1,570,218.04 5,683.43 1,570,218.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,570,218.04 0.00
25 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4515.27 41.50 187383.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,515.27 187,383.71 4,515.27 187,383.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187,383.71 0.00
26 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1452.43 417.14 605866.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,452.43 605,866.65 1,452.43 605,866.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 605,866.65 0.00
27 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7744.00 72.07 558110.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,744.00 558,110.08 7,744.00 558,110.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 558,110.08 0.00
28 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7695.84 109.20 840385.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,695.84 840,385.73 7,695.84 840,385.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 840,385.73 0.00
29 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1227.02 3110.02 3816056.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,227.02 3,816,056.74 0.00 0.00 0.00 1,227.02 3,816,056.74 3,816,056.74 0.00
30 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5815.99 709550.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 122.00 709,550.78 0.00 0.00 0.00 122.00 709,550.78 709,550.78 0.00
31 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 704.53 358.18 252348.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 704.53 252,348.56 0.00 0.00 0.00 704.53 252,348.56 252,348.56 0.00
32 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 342.89 34059.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 99.33 34,059.26 0.00 0.00 0.00 99.33 34,059.26 34,059.26 0.00
33 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 808.69 1245.97 1007603.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 808.69 1,007,603.48 0.00 0.00 0.00 808.69 1,007,603.48 1,007,603.48 0.00
34 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2819.54 166352.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.00 166,352.86 0.00 0.00 0.00 59.00 166,352.86 166,352.86 0.00
35 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 416.51 1463.28 609470.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 416.51 609,470.75 0.00 0.00 0.00 416.51 609,470.75 609,470.75 0.00
36 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7695.90 172.54 1327850.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,695.90 1,327,850.59 0.00 0.00 7,695.90 1,327,850.59 1,327,850.59 0.00
37 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1452.43 170.35 247421.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,452.43 247,421.45 0.00 0.00 1,452.43 247,421.45 247,421.45 0.00
38 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 54.60 15338.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.92 15,338.23 0.00 0.00 280.92 15,338.23 15,338.23 0.00
39 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 125.58 35277.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.92 35,277.93 0.00 0.00 280.92 35,277.93 35,277.93 0.00
40 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 57.88 12395.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 214.16 12,395.58 0.00 0.00 214.16 12,395.58 12,395.58 0.00
41 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 150.70 32273.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 214.16 32,273.91 0.00 0.00 214.16 32,273.91 32,273.91 0.00
42 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3041.22 13138.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.32 13,138.07 0.00 0.00 0.00 4.32 13,138.07 13,138.07 0.00
43 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3933.38 555943.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141.34 555,943.93 0.00 0.00 0.00 141.34 555,943.93 555,943.93 0.00
44 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.88 3322.96 95967.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.88 95,967.08 0.00 0.00 0.00 28.88 95,967.08 95,967.08 0.00
45 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 892.16 63173.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70.81 63,173.85 0.00 0.00 0.00 70.81 63,173.85 63,173.85 0.00
46 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2448.26 729752.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 298.07 729,752.86 0.00 0.00 0.00 298.07 729,752.86 729,752.86 0.00
47 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2159.98 1121915.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 519.41 1,121,915.21 0.00 0.00 0.00 519.41 1,121,915.21 1,121,915.21 0.00
48 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4160.00 4.37 18179.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,160.00 18,179.20 0.00 0.00 0.00 4,160.00 18,179.20 18,179.20 0.00
49 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 317.77 50843.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 50,843.20 0.00 0.00 0.00 160.00 50,843.20 50,843.20 0.00
50 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 598.42 51057.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 51,057.19 0.00 0.00 0.00 85.32 51,057.19 51,057.19 0.00
51 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2184.00 207043.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 207,043.20 0.00 0.00 0.00 94.80 207,043.20 207,043.20 0.00
52 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 791.70 75053.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 94.80 75,053.16 0.00 0.00 0.00 94.80 75,053.16 75,053.16 0.00
53 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1892.67 3.28 6207.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,892.67 6,207.96 1,892.67 6,207.96 6,207.96 0.00
54 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2211.30 121864.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.11 121,864.74 0.00 0.00 0.00 55.11 121,864.74 121,864.74 0.00
55 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 248.70 1965.60 488844.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 248.70 488,844.72 0.00 0.00 0.00 248.70 488,844.72 488,844.72 0.00
56 Pg -147, 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 156101.07 437083.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 437,083.00 0.00 0.00 0.00 0.00 2.80 437,083.00 437,083.00 0.00
57 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 177.74 4753.80 844940.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 177.74 844,940.41 0.00 0.00 177.74 844,940.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 844,940.41 0.00
58 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 270.66 4074.69 1102855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.66 1,102,855.60 0.00 0.00 270.66 1,102,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,102,855.60 0.00
59 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 297.70 3395.57 1010861.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.70 1,010,861.19 0.00 0.00 297.70 1,010,861.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,010,861.19 0.00
60 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.59 3395.57 90288.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.59 90,288.21 0.00 0.00 26.59 90,288.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,288.21 0.00
61 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 44.09 3920.72 172864.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.09 172,864.54 0.00 44.09 172,864.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 172,864.54 0.00
62 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.60 2940.54 54694.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.60 54,694.04 0.00 18.60 54,694.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,694.04 0.00
TERRACE FLOOR 1A-CIVIL WORKS 0.00
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 55.22 6856.45 378613.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.22 378,613.17 0.00 55.22 378,613.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 378,613.17 0.00
2 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 60.20 9492.53 571450.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.20 571,450.31 0.00 60.20 571,450.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 571,450.31 0.00
3 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 86.60 6856.45 593768.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 593,768.57 0.00 86.60 593,768.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 593,768.57 0.00
4 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 206.74 6597.36 1363938.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.74 1,363,938.21 206.74 1,363,938.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,363,938.21 0.00
5 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 17.19 6597.36 113408.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.19 113,408.62 17.19 113,408.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113,408.62 0.00
6 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 66.22 8795.74 582453.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.22 582,453.90 66.22 582,453.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 582,453.90 0.00
7 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 31.50 1134.47 35735.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.50 35,735.81 31.50 35,735.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,735.81 0.00
8 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 69.83 88414.99 6174018.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 69.83 6,174,018.75 0.00 69.83 6,174,018.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,174,018.75 0.00
9 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.20 108943.54 130732.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.20 130,732.25 0.00 0.00 0.00 1.20 130,732.25 130,732.25 0.00
10 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 18.00 1119.04 20142.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 20,142.72 0.00 0.00 0.00 18.00 20,142.72 20,142.72 0.00
11 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 19.95 7811.21 155833.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.95 155,833.64 0.00 0.00 0.00 19.95 155,833.64 155,833.64 0.00
12 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 10.71 4996.53 53512.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.71 53,512.84 0.00 0.00 0.00 10.71 53,512.84 53,512.84 0.00
13 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 7.00 1228.19 8597.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 8,597.33 0.00 0.00 0.00 7.00 8,597.33 8,597.33 0.00
14 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.25 11888.26 157519.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.25 157,519.45 0.00 0.00 0.00 13.25 157,519.45 157,519.45 0.00
15 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 28.00 481.79 13490.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 13,490.12 0.00 0.00 0.00 28.00 13,490.12 13,490.12 0.00
19 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 31.04 7424.24 230448.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.04 230,448.41 0.00 0.00 0.00 31.04 230,448.41 230,448.41 0.00
20 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 44.48 6305.20 280455.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.48 280,455.30 0.00 0.00 0.00 44.48 280,455.30 280,455.30 0.00
21 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2075.50 201.76 418752.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,075.50 418,752.88 0.00 0.00 0.00 2,075.50 418,752.88 418,752.88 0.00
22 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 3180.11 278.93 887028.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,180.11 887,028.08 0.00 0.00 0.00 0.00 3,180.11 887,028.08 887,028.08 0.00
23 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3047.37 41.90 127684.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,047.37 127,684.80 0.00 0.00 0.00 0.00 3,047.37 127,684.80 127,684.80 0.00
24 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2582.36 421.16 1087586.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,582.36 1,087,586.74 0.00 0.00 0.00 0.00 2,582.36 1,087,586.74 1,087,586.74 0.00
25 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 3762.11 110.25 414772.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,762.11 414,772.63 0.00 0.00 0.00 0.00 3,762.11 414,772.63 414,772.63 0.00
26 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 127.94 1188.50 152056.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 127.94 152,056.69 0.00 0.00 127.94 152,056.69 152,056.69 0.00
27 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2777.60 171.99 477719.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,777.60 477,719.42 0.00 2,777.60 477,719.42 477,719.42 0.00
28 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 55.12 4576.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.02 4,576.06 0.00 83.02 4,576.06 4,576.06 0.00
29 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 126.79 10526.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.02 10,526.11 0.00 83.02 10,526.11 10,526.11 0.00
30 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 58.43 5016.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.86 5,016.80 0.00 85.86 5,016.80 5,016.80 0.00
31 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 152.15 13063.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.86 13,063.60 0.00 85.86 13,063.60 13,063.60 0.00
32 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 1813.94 900.74 1633888.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,813.94 1,633,888.32 0.00 0.00 1,813.94 1,633,888.32 1,633,888.32 0.00
33 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 320.83 19249.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,249.80 0.00 0.00 60.00 19,249.80 19,249.80 0.00
34 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 604.17 51547.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.32 51,547.78 0.00 0.00 85.32 51,547.78 51,547.78 0.00
35 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2205.00 590058.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 590,058.00 0.00 0.00 267.60 590,058.00 590,058.00 0.00
36 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 799.31 213895.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 267.60 213,895.36 0.00 0.00 267.60 213,895.36 213,895.36 0.00
37 7.61 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. Cum 12.24 28493.01 348754.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.24 348,754.44 0.00 0.00 12.24 348,754.44 348,754.44 0.00
38 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 187.29 3.31 619.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 187.29 619.93 187.29 619.93 619.93 0.00
39 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 3762.11 174.20 655359.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,762.11 655,359.56 0.00 3,762.11 655,359.56 655,359.56 0.00
40 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 55.22 4799.51 265028.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.22 265,028.94 0.00 55.22 265,028.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 265,028.94 0.00
41 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 60.20 5628.84 338856.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.20 338,856.17 0.00 60.20 338,856.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 338,856.17 0.00
42 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 86.60 3428.22 296883.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 296,883.85 0.00 86.60 296,883.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 296,883.85 0.00
43 SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 86.60 4799.51 415637.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.60 415,637.57 0.00 86.60 415,637.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 415,637.57 0.00
44 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 206.74 3958.42 818363.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 206.74 818,363.75 206.74 818,363.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 818,363.75 0.00
45 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 17.19 2968.81 51033.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.19 51,033.84 17.19 51,033.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,033.84 0.00
TERRACE FLOOR 1B-CIVIL WORKS
1 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 4.50 6921.75 31147.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 31,147.88 4.50 31,147.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31,147.88 0.00
2 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 35.50 9582.93 340194.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.50 340,194.02 35.50 340,194.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340,194.02 0.00
3 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 57.70 9582.93 552935.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 552,935.06 57.70 552,935.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 552,935.06 0.00
4 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 0.67 6660.19 4462.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 4,462.33 0.67 4,462.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,462.33 0.00
5 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 33.99 6660.19 226379.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.99 226,379.86 33.99 226,379.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 226,379.86 0.00
6 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 0.10 8879.51 887.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 887.95 0.10 887.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 887.95 0.00
7 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 18.86 89257.04 1683387.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.86 1,683,387.77 18.86 1,683,387.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,683,387.77 0.00
8 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.10 109981.10 10998.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 10,998.11 0.00 0.00 0.00 0.10 10,998.11 10,998.11 0.00
9 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 1.00 1129.70 1129.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,129.70 0.00 0.00 0.00 1.00 1,129.70 1,129.70 0.00
10 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 2.57 7885.61 20266.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.57 20,266.02 0.00 0.00 0.00 2.57 20,266.02 20,266.02 0.00
11 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 0.68 12001.48 8161.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.68 8,161.01 0.00 0.00 0.00 0.68 8,161.01 8,161.01 0.00
12 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 2.00 486.38 972.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 972.76 0.00 0.00 0.00 2.00 972.76 972.76 0.00
16 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 53.28 7494.94 399330.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 53.28 399,330.40 0.00 0.00 0.00 53.28 399,330.40 399,330.40 0.00
17 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.28 6365.25 109991.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.28 109,991.52 0.00 0.00 0.00 17.28 109,991.52 109,991.52 0.00
18 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 1951.50 203.68 397481.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,951.50 397,481.52 0.00 0.00 0.00 1,951.50 397,481.52 397,481.52 0.00
19 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1067.94 281.59 300721.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,067.94 300,721.22 0.00 0.00 0.00 0.00 1,067.94 300,721.22 300,721.22 0.00
20 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 312.78 42.29 13227.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312.78 13,227.47 0.00 0.00 0.00 0.00 312.78 13,227.47 13,227.47 0.00
21 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1000.56 425.17 425408.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,000.56 425,408.10 0.00 0.00 0.00 0.00 1,000.56 425,408.10 425,408.10 0.00
22 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 1301.37 111.30 144842.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,301.37 144,842.48 0.00 0.00 0.00 0.00 1,301.37 144,842.48 144,842.48 0.00
23 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1000.56 173.63 173727.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,000.56 173,727.23 0.00 1,000.56 173,727.23 173,727.23 0.00
24 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 1672.76 120.20 201065.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,672.76 201,065.75 0.00 0.00 0.00 0.00 1,672.76 201,065.75 201,065.75 0.00
25 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. - 0.63 mm thick with zinc coating not less than 275 g/ Sqm Sqm 66.91 978.33 65460.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.91 65,460.06 0.00 0.00 0.00 0.00 66.91 65,460.06 65,460.06 0.00
26 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/Sqm m 43.20 711.21 30724.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.20 30,724.27 0.00 0.00 0.00 0.00 43.20 30,724.27 30,724.27 0.00
27 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 55.65 4344.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.06 4,344.04 0.00 78.06 4,344.04 4,344.04 0.00
28 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 128.00 9991.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.06 9,991.68 0.00 78.06 9,991.68 9,991.68 0.00
29 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 58.99 474.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.04 474.28 0.00 8.04 474.28 474.28 0.00
30 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 153.59 1234.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.04 1,234.86 0.00 8.04 1,234.86 1,234.86 0.00
31 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 450.82 909.32 409939.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 450.82 409,939.64 0.00 0.00 450.82 409,939.64 409,939.64 0.00
32 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 323.88 19432.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,432.80 0.00 0.00 60.00 19,432.80 19,432.80 0.00
33 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 66.91 3.34 223.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.91 223.48 66.91 223.48 223.48 0.00
34 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1565.83 628.84 984656.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,565.83 984,656.54 0.00 0.00 1,565.83 984,656.54 984,656.54 0.00
35 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 1301.37 175.85 228845.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,301.37 228,845.91 0.00 1,301.37 228,845.91 228,845.91 0.00
36 18.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding Glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Sqm 19.29 2819.25 54383.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.29 54,383.33 0.00 0.00 19.29 54,383.33 54,383.33 0.00
37 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 80.70 1199.81 96824.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.70 96,824.67 0.00 0.00 80.70 96,824.67 96,824.67 0.00
38 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 4.50 4845.22 21803.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.50 21,803.49 4.50 21,803.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,803.49 0.00
39 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 35.50 5749.75 204116.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.50 204,116.13 35.50 204,116.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 204,116.13 0.00
40 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 57.70 4791.46 276467.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 276,467.24 57.70 276,467.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276,467.24 0.00
41 SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 57.70 6708.05 387054.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.70 387,054.49 57.70 387,054.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 387,054.49 0.00
42 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 0.67 3996.12 2677.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 2,677.40 0.67 2,677.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,677.40 0.00
43 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 33.99 2997.09 101871.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.99 101,871.09 33.99 101,871.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,871.09 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 2.00 897.18 1794.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,794.36 0.00 0.00 0.00 2.00 1,794.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,794.36 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 2.00 1184.58 2369.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,369.16 0.00 0.00 0.00 2.00 2,369.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,369.16 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2572.77 2572.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,572.77 0.00 0.00 0.00 1.00 2,572.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,572.77 0.00
8 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 2.00 313.91 627.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 627.82 0.00 0.00 0.00 2.00 627.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 627.82 0.00
9 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 2.00 333.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 666.00 0.00 0.00 0.00 2.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 666.00 0.00
13 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 135.00 254.10 34303.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 34,303.50 0.00 0.00 0.00 135.00 34,303.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 34,303.50 0.00
14 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 135.00 279.30 37705.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 37,705.50 0.00 0.00 0.00 135.00 37,705.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37,705.50 0.00
15 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 4.00 14605.50 58422.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 58,422.00 0.00 0.00 0.00 4.00 58,422.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 58,422.00 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000.00 9.54 19080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,080.00 0.00
17 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 200.00 828.25 165650.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 165,650.00 0.00 0.00 0.00 200.00 165,650.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 165,650.00 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 340.00 424.20 144228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 340.00 144,228.00 0.00 0.00 0.00 340.00 144,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 144,228.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 60.00 337.24 20234.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 20,234.40 0.00 0.00 0.00 60.00 20,234.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20,234.40 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 40.00 401.93 16077.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 16,077.20 0.00 0.00 0.00 40.00 16,077.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,077.20 0.00
21 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 10.00 327.69 3276.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 3,276.90 0.00 0.00 0.00 10.00 3,276.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,276.90 0.00
23 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 6,999.30 0.00 0.00 0.00 30.00 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,999.30 0.00
24 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 30.00 388.50 11655.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 11,655.00 0.00 0.00 0.00 30.00 11,655.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,655.00 0.00
25 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 350.00 431.55 151042.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 350.00 151,042.50 0.00 0.00 0.00 350.00 151,042.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151,042.50 0.00
26 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 5.00 2737.15 13685.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 13,685.75 0.00 0.00 0.00 5.00 13,685.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,685.75 0.00
STILT FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 888.30 6218.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,218.10 0.00 0.00 7.00 6,218.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,218.10 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1172.85 7037.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,037.10 0.00 0.00 6.00 7,037.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,037.10 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2547.30 7641.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,641.90 0.00 0.00 3.00 7,641.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,641.90 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 4.00 1071.00 4284.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 4,284.00 0.00 0.00 4.00 4,284.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,284.00 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 4.00 310.80 1243.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,243.20 0.00 0.00 4.00 1,243.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,243.20 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 4.00 329.70 1318.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,318.80 0.00 0.00 4.00 1,318.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,318.80 0.00
17 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 108.00 254.10 27442.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 27,442.80 0.00 0.00 108.00 27,442.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,442.80 0.00
18 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 108.00 279.30 30164.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 108.00 30,164.40 0.00 0.00 108.00 30,164.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,164.40 0.00
19 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 2.00 14605.50 29211.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 29,211.00 0.00 0.00 2.00 29,211.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,211.00 0.00
20 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000.00 9.45 18900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 18,900.00 0.00 0.00 2,000.00 18,900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,900.00 0.00
21 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 100.00 820.05 82005.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 82,005.00 0.00 0.00 100.00 82,005.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 82,005.00 0.00
22 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 40.00 562.80 22512.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 22,512.00 0.00 0.00 40.00 22,512.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,512.00 0.00
23 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 160.00 420.00 67200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 67,200.00 0.00 0.00 160.00 67,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 67,200.00 0.00
24 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 228.00 333.90 76129.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 228.00 76,129.20 0.00 0.00 228.00 76,129.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76,129.20 0.00
25 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 168.00 397.95 66855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 66,855.60 0.00 0.00 168.00 66,855.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66,855.60 0.00
26 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 60.00 324.45 19467.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 19,467.00 0.00 0.00 60.00 19,467.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,467.00 0.00
28 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 40.00 231.00 9240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 9,240.00 0.00 0.00 40.00 9,240.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,240.00 0.00
29 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 3.00 5128.20 15384.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 15,384.60 0.00 0.00 3.00 15,384.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,384.60 0.00
30 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 4.00 6275.85 25103.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 25,103.40 0.00 0.00 4.00 25,103.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,103.40 0.00
31 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 3.00 9074.10 27222.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 27,222.30 0.00 0.00 3.00 27,222.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,222.30 0.00
32 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 18.00 2689.05 48402.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 48,402.90 0.00 0.00 18.00 48,402.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48,402.90 0.00
33 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 4.00 285.60 1142.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,142.40 0.00 0.00 4.00 1,142.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,142.40 0.00
34 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5840.10 17520.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,520.30 0.00 0.00 3.00 17,520.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,520.30 0.00
35 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 25.00 1281.00 32025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 32,025.00 0.00 0.00 25.00 32,025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,025.00 0.00
36 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 25.00 204.75 5118.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 5,118.75 0.00 0.00 25.00 5,118.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,118.75 0.00
37 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 5.00 1135.05 5675.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5,675.25 0.00 0.00 5.00 5,675.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,675.25 0.00
38 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2849.70 2849.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,849.70 0.00 0.00 1.00 2,849.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,849.70 0.00
39 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 6.00 753.90 4523.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 4,523.40 0.00 0.00 6.00 4,523.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,523.40 0.00
40 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2227.05 13362.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,362.30 0.00 0.00 6.00 13,362.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,362.30 0.00
41 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 2.00 880.95 1761.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,761.90 0.00 0.00 2.00 1,761.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,761.90 0.00
42 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 2976.75 5953.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 5,953.50 0.00 0.00 2.00 5,953.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,953.50 0.00
43 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 951.30 1902.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,902.60 0.00 0.00 2.00 1,902.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,902.60 0.00
44 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 10.00 388.50 3885.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 3,885.00 0.00 0.00 10.00 3,885.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,885.00 0.00
45 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 50.00 431.55 21577.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 21,577.50 0.00 0.00 50.00 21,577.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,577.50 0.00
46 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 81.90 113.40 9287.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81.90 9,287.46 0.00 0.00 81.90 9,287.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,287.46 0.00
47 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 4.40 2990.40 13157.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.40 13,157.76 0.00 0.00 4.40 13,157.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,157.76 0.00
48 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 26.00 2710.05 70461.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 70,461.30 0.00 0.00 26.00 70,461.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 70,461.30 0.00
49 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 26.00 233.31 6066.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 6,066.06 0.00 0.00 26.00 6,066.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,066.06 0.00
GROUND FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 897.18 6280.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,280.26 0.00 7.00 6,280.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,280.26 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1184.58 14214.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,214.96 0.00 12.00 14,214.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,214.96 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2572.77 7718.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,718.31 0.00 3.00 7,718.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,718.31 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1081.71 10817.1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 10,817.10 0.00 10.00 10,817.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,817.10 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 313.91 1883.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,883.46 0.00 6.00 1,883.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,883.46 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 333 1998 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,998.00 0.00 6.00 1,998.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,998.00 0.00
14 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 2 657.51 1315.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,315.02 0.00 2.00 1,315.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,315.02 0.00
15 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.54 19080 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,080.00 0.00 2,000.00 19,080.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,080.00 0.00
16 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 568.43 90948.8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 90,948.80 0.00 160.00 90,948.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 90,948.80 0.00
17 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 424.2 114534 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 114,534.00 0.00 270.00 114,534.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114,534.00 0.00
18 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 337.24 103869.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 103,869.92 0.00 308.00 103,869.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103,869.92 0.00
19 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 401.93 86816.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 86,816.88 0.00 216.00 86,816.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86,816.88 0.00
21 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 233.31 6999.3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 6,999.30 0.00 30.00 6,999.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,999.30 0.00
22 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5179.48 25897.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 25,897.40 0.00 5.00 25,897.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,897.40 0.00
23 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6338.61 63386.1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 63,386.10 0.00 10.00 63,386.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63,386.10 0.00
24 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9164.84 54989.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 54,989.04 0.00 6.00 54,989.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,989.04 0.00
25 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2715.94 97773.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 97,773.84 0.00 36.00 97,773.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97,773.84 0.00
26 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 288.46 2884.6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,884.60 0.00 10.00 2,884.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,884.60 0.00
27 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 5898.5 17695.5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,695.50 0.00 3.00 17,695.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,695.50 0.00
28 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1293.81 21994.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 21,994.77 0.00 17.00 21,994.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,994.77 0.00
29 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 206.8 3515.6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,515.60 0.00 17.00 3,515.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,515.60 0.00
30 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1146.4 6878.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 6,878.40 0.00 6.00 6,878.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,878.40 0.00
31 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2878.2 11512.8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,512.80 0.00 4.00 11,512.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,512.80 0.00
32 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 761.44 5330.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,330.08 0.00 7.00 5,330.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,330.08 0.00
33 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 889.76 7118.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,118.08 0.00 8.00 7,118.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,118.08 0.00
34 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3006.52 6013.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,013.04 0.00 2.00 6,013.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,013.04 0.00
35 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 960.81 1921.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,921.62 0.00 2.00 1,921.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,921.62 0.00
36 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,262.00 0.00
37 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 114.53 17442.919 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,442.92 0.00 152.30 17,442.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,442.92 0.00
38 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3020.3 24162.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,162.40 0.00 8.00 24,162.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24,162.40 0.00
39 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2737.15 43794.4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 43,794.40 0.00 16.00 43,794.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,794.40 0.00
40 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2685.19 80555.7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 80,555.70 0.00 30.00 80,555.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80,555.70 0.00
41 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2249.32 13495.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,495.92 0.00 6.00 13,495.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,495.92 0.00
FIRST FLOOR WATER SUPPLY & SANITARY WORKS
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 906.07 6342.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,342.49 7.00 6,342.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,342.49 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1196.31 14355.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,355.72 12.00 14,355.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,355.72 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2598.25 7794.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,794.75 3.00 7,794.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,794.75 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1092.42 10924.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 10,924.20 10.00 10,924.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,924.20 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 317.02 1902.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,902.12 6.00 1,902.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,902.12 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 336.29 2017.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,017.74 6.00 2,017.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,017.74 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.64 19280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,280.00 2,000.00 19,280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,280.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 574.06 91849.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 91,849.60 160.00 91,849.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91,849.60 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 428.4 115668.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 115,668.00 270.00 115,668.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 115,668.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 340.58 104898.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 104,898.64 308.00 104,898.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 104,898.64 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 405.91 87676.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 87,676.56 216.00 87,676.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87,676.56 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 235.62 7068.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,068.60 30.00 7,068.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,068.60 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5230.76 26153.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,153.80 5.00 26,153.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26,153.80 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6401.37 64013.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 64,013.70 10.00 64,013.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64,013.70 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9255.58 55533.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 55,533.48 6.00 55,533.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 55,533.48 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2742.83 98741.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 98,741.88 36.00 98,741.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98,741.88 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 291.31 2913.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,913.10 10.00 2,913.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,913.10 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 5956.9 17870.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 17,870.70 3.00 17,870.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,870.70 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1306.62 22212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,212.54 17.00 22,212.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,212.54 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 208.84 3550.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,550.28 17.00 3,550.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,550.28 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1157.75 6946.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 6,946.50 6.00 6,946.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,946.50 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2906.69 11626.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,626.76 4.00 11,626.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,626.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 768.98 5382.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,382.86 7.00 5,382.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,382.86 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2271.59 13629.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,629.54 6.00 13,629.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13,629.54 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 898.57 7188.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,188.56 8.00 7,188.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,188.56 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3036.28 6072.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,072.56 2.00 6,072.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,072.56 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 970.33 1940.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,940.66 2.00 1,940.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,940.66 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 115.67 17616.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,616.54 152.30 17,616.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,616.54 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3050.21 24401.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,401.68 8.00 24,401.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24,401.68 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2764.25 44228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 44,228.00 16.00 44,228.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44,228.00 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2711.77 81353.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 81,353.10 30.00 81,353.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81,353.10 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 914.95 6404.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,404.65 0.00 0.00 0.00 0.00 0.00 7.00 6,404.65 6,404.65 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1208.04 14496.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,496.48 0.00 0.00 0.00 0.00 0.00 12.00 14,496.48 14,496.48 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2623.72 7871.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,871.16 0.00 0.00 0.00 0.00 0.00 3.00 7,871.16 7,871.16 0.00
4 14.53b Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 10 1571.42 15714.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 15,714.20 0.00 0.00 0.00 0.00 0.00 10.00 15,714.20 15,714.20 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 320.12 1920.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,920.72 0.00 0.00 0.00 0.00 0.00 6.00 1,920.72 1,920.72 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 339.59 2037.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,037.54 0.00 0.00 0.00 0.00 0.00 6.00 2,037.54 2,037.54 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.73 19460.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,460.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,460.00 19,460.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 579.68 92748.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 92,748.80 0.00 0.00 0.00 0.00 0.00 160.00 92,748.80 92,748.80 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 432.6 116802.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 116,802.00 0.00 0.00 0.00 0.00 0.00 270.00 116,802.00 116,802.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 343.92 105927.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 105,927.36 0.00 0.00 0.00 0.00 0.00 308.00 105,927.36 105,927.36 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 409.89 88536.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 88,536.24 0.00 0.00 0.00 0.00 0.00 216.00 88,536.24 88,536.24 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 237.93 7137.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,137.90 0.00 0.00 0.00 0.00 0.00 30.00 7,137.90 7,137.90 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5282.05 26410.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,410.25 0.00 0.00 0.00 0.00 0.00 5.00 26,410.25 26,410.25 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6464.13 64641.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 64,641.30 0.00 0.00 0.00 0.00 0.00 10.00 64,641.30 64,641.30 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9346.32 56077.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 56,077.92 0.00 0.00 0.00 0.00 0.00 6.00 56,077.92 56,077.92 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2769.72 99709.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 99,709.92 0.00 0.00 0.00 0.00 0.00 36.00 99,709.92 99,709.92 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 294.17 2941.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,941.70 0.00 0.00 0.00 0.00 0.00 10.00 2,941.70 2,941.70 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 6015.3 18045.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 18,045.90 0.00 0.00 0.00 0.00 0.00 3.00 18,045.90 18,045.90 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1319.43 22430.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,430.31 0.00 0.00 0.00 0.00 0.00 17.00 22,430.31 22,430.31 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 210.89 3585.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,585.13 0.00 0.00 0.00 0.00 0.00 17.00 3,585.13 3,585.13 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1169.1 7014.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,014.60 0.00 0.00 0.00 0.00 0.00 6.00 7,014.60 7,014.60 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2935.19 11740.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,740.76 0.00 0.00 0.00 0.00 0.00 4.00 11,740.76 11,740.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 776.52 5435.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,435.64 0.00 0.00 0.00 0.00 0.00 7.00 5,435.64 5,435.64 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2293.86 13763.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,763.16 0.00 0.00 0.00 0.00 0.00 6.00 13,763.16 13,763.16 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 907.38 7259.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,259.04 0.00 0.00 0.00 0.00 0.00 8.00 7,259.04 7,259.04 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3066.05 6132.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,132.10 0.00 0.00 0.00 0.00 0.00 2.00 6,132.10 6,132.10 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 979.84 1959.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,959.68 0.00 0.00 0.00 0.00 0.00 2.00 1,959.68 1,959.68 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 116.8 17788.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,788.64 0.00 0.00 0.00 0.00 0.00 152.30 17,788.64 17,788.64 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3080.11 24640.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,640.88 0.00 0.00 0.00 0.00 0.00 8.00 24,640.88 24,640.88 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2791.35 44661.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 44,661.60 0.00 0.00 0.00 0.00 0.00 16.00 44,661.60 44,661.60 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2738.36 82150.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 82,150.80 0.00 0.00 0.00 0.00 0.00 30.00 82,150.80 82,150.80 0.00
1 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7 923.83 6466.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 6,466.81 0.00 0.00 0.00 0.00 0.00 7.00 6,466.81 6,466.81 0.00
2 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12 1219.76 14637.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 14,637.12 0.00 0.00 0.00 0.00 0.00 12.00 14,637.12 14,637.12 0.00
3 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3 2649.19 7947.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 7,947.57 0.00 0.00 0.00 0.00 0.00 3.00 7,947.57 7,947.57 0.00
4 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10 1113.84 11138.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 11,138.40 0.00 0.00 0.00 0.00 0.00 10.00 11,138.40 11,138.40 0.00
9 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6 323.23 1939.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 1,939.38 0.00 0.00 0.00 0.00 0.00 6.00 1,939.38 1,939.38 0.00
10 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6 342.89 2057.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 2,057.34 0.00 0.00 0.00 0.00 0.00 6.00 2,057.34 2,057.34 0.00
16 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2000 9.83 19660.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,660.00 0.00 0.00 0.00 0.00 0.00 2,000.00 19,660.00 19,660.00 0.00
17 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160 585.31 93649.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 93,649.60 0.00 0.00 0.00 0.00 0.00 160.00 93,649.60 93,649.60 0.00
18 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270 436.8 117936.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 270.00 117,936.00 0.00 0.00 0.00 0.00 0.00 270.00 117,936.00 117,936.00 0.00
19 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308 347.26 106956.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308.00 106,956.08 0.00 0.00 0.00 0.00 0.00 308.00 106,956.08 106,956.08 0.00
20 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216 413.87 89395.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 89,395.92 0.00 0.00 0.00 0.00 0.00 216.00 89,395.92 89,395.92 0.00
22 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30 240.24 7207.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 7,207.20 0.00 0.00 0.00 0.00 0.00 30.00 7,207.20 7,207.20 0.00
23 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5 5333.33 26666.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 26,666.65 0.00 0.00 0.00 0.00 0.00 5.00 26,666.65 26,666.65 0.00
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10 6526.88 65268.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 65,268.80 0.00 0.00 0.00 0.00 0.00 10.00 65,268.80 65,268.80 0.00
25 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6 9437.06 56622.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 56,622.36 0.00 0.00 0.00 0.00 0.00 6.00 56,622.36 56,622.36 0.00
26 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36 2796.61 100677.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 100,677.96 0.00 0.00 0.00 0.00 0.00 36.00 100,677.96 100,677.96 0.00
27 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10 297.02 2970.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,970.20 0.00 0.00 0.00 0.00 0.00 10.00 2,970.20 2,970.20 0.00
28 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3 6073.7 18221.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 18,221.10 0.00 0.00 0.00 0.00 0.00 3.00 18,221.10 18,221.10 0.00
29 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17 1332.24 22648.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 22,648.08 0.00 0.00 0.00 0.00 0.00 17.00 22,648.08 22,648.08 0.00
30 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17 212.94 3619.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 3,619.98 0.00 0.00 0.00 0.00 0.00 17.00 3,619.98 3,619.98 0.00
31 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6 1180.45 7082.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 7,082.70 0.00 0.00 0.00 0.00 0.00 6.00 7,082.70 7,082.70 0.00
32 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4 2963.69 11854.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 11,854.76 0.00 0.00 0.00 0.00 0.00 4.00 11,854.76 11,854.76 0.00
33 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7 784.06 5488.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 5,488.42 0.00 0.00 0.00 0.00 0.00 7.00 5,488.42 5,488.42 0.00
34 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6 2316.13 13896.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 13,896.78 0.00 0.00 0.00 0.00 0.00 6.00 13,896.78 13,896.78 0.00
35 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8 916.19 7329.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 7,329.52 0.00 0.00 0.00 0.00 0.00 8.00 7,329.52 7,329.52 0.00
36 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2 3095.82 6191.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 6,191.64 0.00 0.00 0.00 0.00 0.00 2.00 6,191.64 6,191.64 0.00
37 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2 989.35 1978.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,978.70 0.00 0.00 0.00 0.00 0.00 2.00 1,978.70 1,978.70 0.00
38 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40 431.55 17262.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 0.00 0.00 0.00 0.00 0.00 40.00 17,262.00 17,262.00 0.00
39 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.3 117.94 17962.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 152.30 17,962.26 0.00 0.00 0.00 0.00 0.00 152.30 17,962.26 17,962.26 0.00
40 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8 3110.02 24880.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 24,880.16 0.00 0.00 0.00 0.00 0.00 8.00 24,880.16 24,880.16 0.00
41 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16 2818.45 45095.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 45,095.20 0.00 0.00 0.00 0.00 0.00 16.00 45,095.20 45,095.20 0.00
42 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30 2764.94 82948.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 82,948.20 0.00 0.00 0.00 0.00 0.00 30.00 82,948.20 82,948.20 0.00
43 14.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm each 8 6134.86 49078.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 49,078.88 0.00 0.00 0.00 0.00 0.00 8.00 49,078.88 49,078.88 0.00
1 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 91.2 107.1 9767.52 0.00 0.00 91.20 9,767.52 0.00 0.00 0.00 0.00 0.00 0.00 91.20 9,767.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,767.52 0.00
2 1.15.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 288.8 381.15 110076.12 0.00 0.00 288.80 110,076.12 0.00 0.00 0.00 0.00 0.00 0.00 288.80 110,076.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110,076.12 0.00
3 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m² 152 185.85 28249.20 0.00 0.00 152.00 28,249.20 0.00 0.00 0.00 0.00 0.00 0.00 152.00 28,249.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,249.20 0.00
4 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade m³ 22.8 4984.35 113643.18 0.00 0.00 22.80 113,643.18 0.00 0.00 0.00 0.00 0.00 0.00 22.80 113,643.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 113,643.18 0.00
5 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade m³ 81.07 6529.95 529383.05 0.00 0.00 81.07 529,383.05 0.00 0.00 0.00 0.00 0.00 0.00 81.07 529,383.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 529,383.05 0.00
6 2.11.h Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 12.16 73236.45 890555.23 0.00 0.00 12.16 890,555.23 0.00 0.00 0.00 0.00 0.00 0.00 12.16 890,555.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 890,555.23 0.00
7 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. m² 492.95 368.55 181676.72 0.00 0.00 492.95 181,676.72 0.00 0.00 0.00 0.00 0.00 0.00 492.95 181,676.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181,676.72 0.00
8 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. kg 121.61 67.2 8172.19 0.00 0.00 121.61 8,172.19 0.00 0.00 0.00 0.00 0.00 0.00 121.61 8,172.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,172.19 0.00
9 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 150 113.4 17010.00 0.00 0.00 150.00 17,010.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 17,010.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,010.00 0.00
10 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 166.76 214.2 35719.99 0.00 0.00 166.76 35,719.99 0.00 0.00 0.00 0.00 0.00 0.00 166.76 35,719.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35,719.99 0.00
11 SL No-11, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10 percentage Cum 30.48 653 19903.44 0.00 0.00 30.48 19,903.44 0.00 0.00 0.00 0.00 0.00 0.00 30.48 19,903.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,903.44 0.00
12 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 Percentage Cum 2.62 3917.97 10265.08 0.00 0.00 2.62 10,265.08 0.00 0.00 0.00 0.00 0.00 0.00 2.62 10,265.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10,265.08 0.00
13 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 47.97 3264.98 156621.09 0.00 0.00 47.97 156,621.09 0.00 0.00 0.00 0.00 0.00 0.00 47.97 156,621.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156,621.09 0.00
1 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 0 to 50 Mtrs m 100 388.5 38850.00 0.00 0.00 100.00 38,850.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 38,850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,850.00 0.00
2 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 50 to 100 Mtrs m 100 487.2 48720.00 0.00 0.00 100.00 48,720.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 48,720.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48,720.00 0.00
3 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 100 to 150 Mtrs m 100 517.65 51765.00 0.00 0.00 100.00 51,765.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 51,765.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51,765.00 0.00
4 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 150 to 200 Mtrs m 50 600.6 30030.00 0.00 0.00 50.00 30,030.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 30,030.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,030.00 0.00
5 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. each 2 5552.4 11104.80 0.00 0.00 2.00 11,104.80 0.00 0.00 0.00 0.00 0.00 0.00 2.00 11,104.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,104.80 0.00
7 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 50 2029.65 101482.50 0.00 0.00 50.00 101,482.50 0.00 0.00 0.00 0.00 0.00 0.00 50.00 101,482.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101,482.50 0.00
8 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments each 4 157.5 630.00 0.00 0.00 4.00 630.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 630.00 0.00
9 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 100 431.55 43155.00 0.00 0.00 100.00 43,155.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 43,155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43,155.00 0.00
10 13.9.2 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 3.00 HP/2.2KW -15 STG each 1 22606.5 22606.50 0.00 0.00 1.00 22,606.50 0.00 0.00 0.00 0.00 0.00 0.00 1.00 22,606.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,606.50 0.00
Biodigester and Utility
1 22.2.1 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. - 25 KLD each 1 1359750 1359750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,359,750.00 1.00 1,359,750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,359,750.00 0.00
2 9.1.9 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - HDPE Grade PE80-PN6.0,200mm dia m 64 1510.95 96700.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 64.00 96,700.80 64.00 96,700.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96,700.80 0.00
3 9.1.13 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - P,L&J HDPE- PE80-PN6.0,315mm dia m 16 3542.7 56683.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 56,683.20 16.00 56,683.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56,683.20 0.00
4 1.19.1 Mechanical Means - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m m³ 216 476.7 102967.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 102,967.20 216.00 102,967.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 102,967.20 0.00
5 9.16.3 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 150 494.55 74182.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 74,182.50 150.00 74,182.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74,182.50 0.00
6 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 200mm dia pipe m 20 2704.8 54096.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 54,096.00 20.00 54,096.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54,096.00 0.00
7 16.15.6 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5M depth & SFRC cover & frame each 8 40300.05 322400.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 322,400.40 8.00 322,400.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 322,400.40 0.00
8 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 216 454.65 98204.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 216.00 98,204.40 216.00 98,204.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98,204.40 0.00
9 9.17.33 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION ELBOW each 10 259.35 2593.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 2,593.50 10.00 2,593.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,593.50 0.00
10 2.23.1 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN - 10.0 and 50mm each 5 5811.75 29058.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 29,058.75 5.00 29,058.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,058.75 0.00
11 9.11.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 100 PN 8.0 - HDPE Grade PE100-PN8.0,63mm dia m 150 196.35 29452.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 150.00 29,452.50 150.00 29,452.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,452.50 0.00
Buildings Dismantling
1 19.3 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 75.26 2547.3 191709.80 75.26 191,709.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.26 191,709.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191,709.80 0.00
2 19.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m³ 75.26 763.35 57449.72 75.26 57,449.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.26 57,449.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57,449.72 0.00
3 19.7.3 Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In cement mortar m³ 1550.62 1080.45 1675367.38 1,550.62 1,675,367.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,550.62 1,675,367.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,675,367.38 0.00
4 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar m³ 16.17 1768.2 28591.79 16.17 28,591.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.17 28,591.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,591.79 0.00
5 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below m³ 398.83 252 100505.16 398.83 100,505.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 398.83 100,505.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100,505.16 0.00
6 19.14.1 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above m³ 9.22 3054.45 28162.03 9.22 28,162.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.22 28,162.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28,162.03 0.00
7 19.15.1 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above m³ 9.22 381.15 3514.20 9.22 3,514.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.22 3,514.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,514.20 0.00
8 19.18 Dismantling steel work in built up sections in angles, tees, flats and chan- nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. kg 4046.08 4.2 16993.54 4,046.08 16,993.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,046.08 16,993.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,993.54 0.00
9 19.22.2 Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles above 25 mm and up to 40 mm m² 2458.43 77.7 191020.01 2,458.43 191,020.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,458.43 191,020.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191,020.01 0.00
10 19.3 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m² 2083.86 150.15 312891.58 2,083.86 312,891.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,083.86 312,891.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312,891.58 0.00
11 19.41.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.100 mm dia pipe m 120 55.65 6678.00 120.00 6,678.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 6,678.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,678.00 0.00
12 2.19 Dismantling of Cement Concrete Pavement - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref to MoRT&H : IRC - 202 m³ 341.25 591.15 201729.94 341.25 201,729.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 341.25 201,729.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201,729.94 0.00
13 10.16 Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m² 544 508.2 276460.80 544.00 276,460.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 544.00 276,460.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 276,460.80 0.00
Electrical 1- Internal electrification
1 item 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 700 1066 746200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 700.00 746,200.00 0.00 0.00 0.00 0.00 700.00 746,200.00 746,200.00 0.00
2 item 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 300 1667 500100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 500,100.00 0.00 0.00 0.00 0.00 300.00 500,100.00 500,100.00 0.00
3 item 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 8568 66 565488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,568.00 565,488.00 0.00 0.00 0.00 0.00 8,568.00 565,488.00 565,488.00 0.00
4 item 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 6596 78 514488.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,596.00 514,488.00 0.00 0.00 0.00 0.00 6,596.00 514,488.00 514,488.00 0.00
5 item 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 3000 68 204000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,000.00 204,000.00 0.00 0.00 0.00 0.00 3,000.00 204,000.00 204,000.00 0.00
6 item 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 4300 79 339700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,300.00 339,700.00 0.00 0.00 0.00 0.00 4,300.00 339,700.00 339,700.00 0.00
7 item 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 210 29 6090.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 210.00 6,090.00 0.00 0.00 0.00 0.00 210.00 6,090.00 6,090.00 0.00
8 item 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 84 69 5796.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.00 5,796.00 0.00 0.00 0.00 0.00 84.00 5,796.00 5,796.00 0.00
9 item 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 15 28 420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 420.00 0.00 0.00 0.00 0.00 15.00 420.00 420.00 0.00
10 item 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 20 35 700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 700.00 0.00 0.00 0.00 0.00 20.00 700.00 700.00 0.00
11 item 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 21 19 399.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 399.00 0.00 0.00 0.00 0.00 21.00 399.00 399.00 0.00
12 item 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 21 22 462.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 462.00 0.00 0.00 0.00 0.00 21.00 462.00 462.00 0.00
84 item 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete cm 585648 0.5 292824.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 585,648.00 292,824.00 0.00 0.00 0.00 0.00 585,648.00 292,824.00 292,824.00 0.00
85 item 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 24 2465 59160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 59,160.00 0.00 0.00 0.00 0.00 24.00 59,160.00 59,160.00 0.00
86 item 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 12 3435 41220.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 41,220.00 0.00 0.00 0.00 0.00 12.00 41,220.00 41,220.00 0.00
90 item 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 96 395 37920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96.00 37,920.00 0.00 0.00 0.00 0.00 96.00 37,920.00 37,920.00 0.00
91 item 5.12.7 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 630 A Each 1 38045 38045.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 38,045.00 0.00 0.00 0.00 0.00 1.00 38,045.00 38,045.00 0.00
92 item 5.12.2 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 100 A Each 26 8534 221884.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.00 221,884.00 0.00 0.00 0.00 0.00 26.00 221,884.00 221,884.00 0.00
98 item 5.33 Supplying of multi function digital meter with three line back lightLCD type display for voltage, Current, frequency, Power, powerfactor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LTnetwork with IP 54 degree of protection and completely wired asrequired with communication Port and Class 0.5s accuracy Each 2 9315 18630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 18,630.00 0.00 0.00 0.00 0.00 2.00 18,630.00 18,630.00 0.00
101 item 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 16 1492 23872.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 23,872.00 0.00 0.00 0.00 0.00 16.00 23,872.00 23,872.00 0.00
116 item 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 20 3200 64000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 64,000.00 0.00 0.00 0.00 0.00 20.00 64,000.00 64,000.00 0.00
117 item 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 20 3510 70200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 70,200.00 0.00 0.00 0.00 0.00 20.00 70,200.00 70,200.00 0.00
118 item 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 20 4256 85120.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 85,120.00 0.00 0.00 0.00 0.00 20.00 85,120.00 85,120.00 0.00
130 item 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 25 570 14250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 14,250.00 0.00 0.00 0.00 0.00 25.00 14,250.00 14,250.00 0.00
131 item 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 192 171 32832.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.00 32,832.00 0.00 0.00 0.00 0.00 192.00 32,832.00 32,832.00 0.00
133 item 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 32 707 22624.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 22,624.00 0.00 0.00 0.00 0.00 32.00 22,624.00 22,624.00 0.00
134 item 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 2326 490 1139740.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,326.00 1,139,740.00 0.00 0.00 0.00 0.00 2,326.00 1,139,740.00 1,139,740.00 0.00
135 item 18.1.1 cpwd Light EV AC Charger (Mode-3) Power 7 kW, Inputpower supply: 1phase 230 plus 10 percent Volt, output supply:230 Volt AC, Frequency:50 Hz plus or ninus 3percent Operationaltemperature range : -25 to 55 00C (outdoor), -5 to 55 C (Indoor)., RH upto 95percent Charging Device as perIS-17017- 22-1 EV-EVSE Communication: as perrelevant IS Codes, Bluetooth Low Energy, one ChargePoint Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer,suitable for 2 Wheelers and 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 54. MechanicalStrength: protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262.O/L,S/C protection. Insulation Resistance 1 M operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 3 23385 70155.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 70,155.00 0.00 0.00 0.00 0.00 3.00 70,155.00 70,155.00 0.00
136 item 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: NormalPower 11kW/ 22 kW, 3 phase 415VAC(-40% to+20), Frequency:50 Hz +/-5%, output supply: 240Volt AC, Operational temperature range : -25 to 55 C(outdoor), -5 to 55 0C (Indoor), RH upto 95%,Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket asper IS-17017-2-2, Vehicle Connector as per IS-017017-2-2 Vehicle Inlet/ Connector As per EVmanufacturer, suitable for 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 5 4. MechanicalStrength : protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262. O/L,S/C protection. Insulation Resistance 1 operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 2 84219 168438.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 168,438.00 0.00 0.00 0.00 0.00 2.00 168,438.00 168,438.00 0.00
137 item 25.1.1 CPWD Automatic Power Factor Correction (APFC) SystemSupply, Installation, testing and commissioning ofAutomatic Power Factor Correction (APFC) panel,indoor type floor mounted free standing totallyenclosed, extendable, IP 42, of following capacity for3 phase, 415 V + 10 50 Hz AC System forAmbient temperature -5C to +40C, fabricated incompartmentalised designed made of CRCA sheetsteel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing completewith 9 tank process for powder coated of approvedshade ( RAL 7032-Siemens Gray or as approved byEngineer- in-Charge), having front section (switch gearand control accessories) and rear section capacitorand reactor, front and rear access, having suitablecurrent carrying capacity, extensible TPN Aluminiumalloy bus bar of high conductivity, DMC/SMC bus barsupports, bottom base channel of MS Section,fabrication shall be done in transportable section,entire panel shall have common copper earth bar ofminimum size of 25mm x 5mm with 2 nos. earthstuds, the earth terminals provided on the body ofcapacitor bank shall also be bonded to the maincapacitor panel earth bus with 2 nos. 8 SWG or 6SWG GI earth wires/ equivalent size of copperconductor cable, forced ventilation for maintainingtemperature rise not more than 5C from ambient,interconnections, connections with 14 detuned reactor and heavy duty 525 V ISI marked ImpregnatedMPP(Metalized Polypropylene) Capacitor (IS 13340Part -1 & 2) APFC Panel shall be in compliance withIS :16636 & CPWD Specifications etc. as per below details. (A) IncomersSuitable capacity MCCB Microprocessor base withO/C, S/C, E/L release of TPN 50KA breaking capacity(Ics=Icu), ON, OFF, Trip, R, Y, B - LED IndicatingLamp set along with required Instruments andaccessories with extended rotary handle and doorinterlocking arrangement. Current rating of the184DELHI SCHEDULE OF RATES (E&M)-2025Incomer in ampere shall be APFC Panel rating inKVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessorrelay/controller , advance 8/12 stages (8 stages forcapacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMPport open protocol for BMS integration as perapproved by Engineering in charge and havingdisplay of Phase wise V, A, PF, Cos-Phi, Kw, KVA,KVAR, THD-V , THD-I, harmonics up to 31 level. 3nos of dual core CT's accuracy class 1, 15VA atincomer of PCC Panelfor APFC relay. Auto Manual Selector switch, auxiliary contactorswith timer for delay in manual mode.Digital Multi function meter with LED Display for V,A, PF, KW, KVA, KVAR, THD-V & I, Frequency.Suitable rating control transformer shall be providedfor control and indication circuit. All components like control transformer, meter, relayand indicating lamp shall be protected by usingsuitable rating individual MCB's.Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulatedmulti stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolyticgrade Aluminium bus bar of capacity 1.25 times ofincomer rating as per CPWD specification. Outgoings (APFC Section) Selection of thecapacitors combinations shall be for continuousrating and each capacitor bank shall have suitablecapacity Heavy Duty ISI Marked Capacitor, capacitorduty contactor,the capacitor shall be mounted onchannel with base of perforated M SPowder coatedsheet, connections inter connections etc. and otherfeatures as per CPWD Specifications and relevant ISCode having following: Capacitor bank ratings & stages shall be as per thetechnical specifications sheet of NIT. Capacitor will be MPP self healing type withdischarge resistor,pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higherKVAR has to be considered to get rated output at 415Volts. 50 KVAR185DELHI SCHEDULE OF RATES (E&M)-2025(iv) 14 Detuned Reactor of class H insulation &150 linearity in se Each 2 219906 439812.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 439,812.00 0.00 0.00 0.00 0.00 2.00 439,812.00 439,812.00 0.00
Electrical 2- Column and dome electrification
4 Item 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c Km 0.1 141842 14184.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 14,184.20 0.10 14,184.20 14,184.20 0.00
5 Item 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 0.15 121417 18212.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 18,212.55 0.15 18,212.55 18,212.55 0.00
Electrical 3 - LV Works
28 40.6 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features Each 28.00 12,525.00 350700.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 350,700.00 0.00 0.00 0.00 28.00 350,700.00 350,700.00 0.00
29 40.9.3 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features Each 2.00 107,974.00 215948.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 215,948.00 0.00 0.00 0.00 2.00 215,948.00 215,948.00 0.00
30 40.11.2 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned Each 6.00 82,600.00 495600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 495,600.00 0.00 0.00 0.00 6.00 495,600.00 495,600.00 0.00
31 40.12 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) Each 6.00 20,119.00 120714.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 120,714.00 0.00 0.00 0.00 6.00 120,714.00 120,714.00 0.00
Electrical 4 - Lightning Mast
1 9.3.1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Each 21.00 518.00 10878.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 10,878.00 21.00 10,878.00 10,878.00 0.00
2 9.3.2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 21.00 113.00 2373.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 2,373.00 21.00 2,373.00 2,373.00 0.00
3 12.57 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent No 63.00 4,256.00 268128.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.00 268,128.00 63.00 268,128.00 268,128.00 0.00
4 12.58.2 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent m 840.00 82.00 68880.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 840.00 68,880.00 840.00 68,880.00 68,880.00 0.00
Electrical 5 - Telephone and CCTV
1 MR-1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 200.00 820.00 164000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 164,000.00 0.00 0.00 200.00 164,000.00 164,000.00 0.00
2 MR-2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 52.00 700.00 36400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 52.00 36,400.00 0.00 0.00 52.00 36,400.00 36,400.00 0.00
3 MR-3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 40.00 850.00 34000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 34,000.00 0.00 0.00 40.00 34,000.00 34,000.00 0.00
4 MR-4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 48.00 2,200.00 105600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.00 105,600.00 0.00 0.00 48.00 105,600.00 105,600.00 0.00
5 MR-5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 4.00 67,000.00 268000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 268,000.00 0.00 0.00 4.00 268,000.00 268,000.00 0.00
6 MR-6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2.00 52,000.00 104000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 104,000.00 0.00 0.00 2.00 104,000.00 104,000.00 0.00
7 MR-7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1.00 130,000.00 130000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 130,000.00 0.00 0.00 1.00 130,000.00 130,000.00 0.00
8 MR-8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 450,000.00 450000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 450,000.00 0.00 0.00 1.00 450,000.00 450,000.00 0.00
9 MR-9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 1.00 4,850.00 4850.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 4,850.00 0.00 0.00 1.00 4,850.00 4,850.00 0.00
10 MR-10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125micro meter. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 300.00 112.00 33600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 33,600.00 0.00 0.00 300.00 33,600.00 33,600.00 0.00
11 MR-11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 micrometer (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 50.00 278.00 13900.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 13,900.00 0.00 0.00 50.00 13,900.00 13,900.00 0.00
12 MR-12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /Derwiser/ Rit. Each 2.00 17,000.00 34000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 34,000.00 0.00 0.00 2.00 34,000.00 34,000.00 0.00
13 MR-13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 1.00 28,500.00 28500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 28,500.00 0.00 0.00 1.00 28,500.00 28,500.00 0.00
14 MR-14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 24.00 2,400.00 57600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.00 57,600.00 0.00 0.00 24.00 57,600.00 57,600.00 0.00
15 MR-15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 17,000.00 17000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 17,000.00 0.00 0.00 1.00 17,000.00 17,000.00 0.00
16 MR-16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 354.00 200.00 70800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 354.00 70,800.00 0.00 0.00 354.00 70,800.00 70,800.00 0.00
20 MR-20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 1.00 97,337.00 97337.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 97,337.00 0.00 0.00 1.00 97,337.00 97,337.00 0.00
21 MR-21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. Mtr 80.00 733.00 58640.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.00 58,640.00 0.00 0.00 80.00 58,640.00 58,640.00 0.00
Electrical 6 - Lifts
Electrical for Borewell
1 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2). Upto 12.5 HP (5.2.1) Each 2.00 7,455.00 14910.00 0.00 0.00 2.00 14,910.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 14,910.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,910.00 0.00
2 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 247800.00 0.00 0.00 600.00 247,800.00 0.00 0.00 0.00 0.00 0.00 0.00 600.00 247,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 247,800.00 0.00
3 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) Km 0.12 139,549.00 16745.88 0.00 0.00 0.12 16,745.88 0.00 0.00 0.00 0.00 0.00 0.00 0.12 16,745.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,745.88 0.00
4 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) Km 0.12 20,886.00 2506.32 0.00 0.00 0.12 2,506.32 0.00 0.00 0.00 0.00 0.00 0.00 0.12 2,506.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,506.32 0.00
5 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 73548.00 0.00 0.00 162.00 73,548.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 73,548.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73,548.00 0.00
6 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 25920.00 0.00 0.00 162.00 25,920.00 0.00 0.00 0.00 0.00 0.00 0.00 162.00 25,920.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25,920.00 0.00
7 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 5424.00 0.00 0.00 6.00 5,424.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 5,424.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,424.00 0.00
8 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. Kvar 10.00 480.00 4800.00 0.00 0.00 10.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 4,800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,800.00 0.00
9 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 482.00 0.00 0.00 2.00 482.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 482.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 482.00 0.00
10 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete50mm OD Mtr 200.00 101.00 20200.00 0.00 0.00 200.00 20,200.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 20,200.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20,200.00 0.00
11 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 652.26 0.00 0.00 2.00 652.26 0.00 0.00 0.00 0.00 0.00 0.00 2.00 652.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 652.26 0.00
13 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 8688.00 0.00 0.00 4.00 8,688.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 8,688.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,688.00 0.00
Special ornamental finish Work for RCC columns
1 7.38.1.2, CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm 1,371.31 2,904.77 3983340.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 685.66 1,991,670.07 685.66 1,991,670.07 1,371.31 3,983,340.15 3,983,340.15 0.00
2 8.20.1, CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut Sqm 317.60 3,047.78 967974.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 317.60 967,974.93 317.60 967,974.93 967,974.93 0.00
Mile Stone Amount Per Day(0.1% of Mile stone Amt Rounded to Nearest Rs.100 ) 22200.00 28800.00
1 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Basement floor ) 28847355.57
2 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Ground floor ) 22867211.01
3 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of First floor ) 16463033.69
4 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Terrace floor ) 3326779.99
5 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Water Supply & Sanitary works) 1628641.00
6 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Sump water tank, SepticTank and Soak Pits) 784939.30
7 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (SINKING OF BOREWELL) 201278.00
8 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (PUMPING MACHINARY ) 454404.00
9 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Rain Water Harvesting) 477570.14
10 Buildings PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Internal drive ways and parking area inside the premises ) 3887333.07
11 Buildings PART - I INTERNAL ELECTRICAL (PART A : INTERNAL ELECTRICAL and ELECTRICAL FIXTURES for CHANNAMA SABHA BHAVANA) BASEMENT GF + FF) 2621036.15
12 Buildings PART - I INTERNAL ELECTRICAL (PART B : LT MAIN PANEL & SUB PANEL & CABLCHANNAMA SABHA BHAVANA BASEMENT GF + FFE) 266606.00
13 Buildings PART - I INTERNAL ELECTRICAL (PART C: PROVIDING OUT DOOR LIGHT POLES IN THE PREMISES OF CHANNAMA SABHA BHAVANA ) 924467.78
14 Buildings PART - I INTERNAL ELECTRICAL (PART D : PROVIDING 62.5KVA / 50KWatt DIESEL GENERATOR SET FOR PROPOSED OFCHANNAMA SABHA BHAVANA KITTUR TALUK OF BELGAVI DISTRICT) 806252.25
15 Buildings PART-II EXTERNAL ELECTRIFICATION (PART A : PROVIDING 2 POLE STRUTURE AT THE TAPPING POINT USING 9METRS RCC POLES) 84751.00
16 Buildings PART-II EXTERNAL ELECTRIFICATION(PART B : EXTERNAL OF 11KV LINE FORM EXTERNAL FEEDER) 92939.00
17 Buildings PART-II EXTERNAL ELECTRIFICATION (PART C : ERECTION OF 100KVA TRANSFORMER ) 334077.90
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Name of the Work : CONSTRUCTION OF PRAJA SOUDHA BELAGAVI ZILLA ADALITA KENDRA BUILDING AT BELAGAVI DISTRICT ( WI-PWD/2025-26/WORK_INDENT31327 )
sub- estimate 1: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Basement floor )
1 1.12 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting,barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 1.12 Cum 693.90 65.00 45103.50 View LBD
2 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 6591.73 73.00 481196.03 View LBD
3 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. 4.1 Sqm 2057.26 95.00 195439.70 View LBD
4 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 685.64 1593.00 1092229.30 View LBD
5 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 395.59 5554.00 2197105.75 View LBD
6 2.2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 654.51 5979.00 3913297.35 View LBD
7 FORMWORK FOR FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 422.84 478.32 202250.92 View LBD
8 FORMWORK FOR COMBINED FOOTING: Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.2.2.1 Cum 231.67 179.37 41554.83 View LBD
9 2.3.2 Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.3.2 Cum 116.46 5982.00 696671.50 View LBD
10 "FORMWORK FOR RC WAL: Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" 2.3.2 Cum 116.46 1196.40 139334.30 View LBD
11 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 14.96 5992.00 89620.55 View LBD
12 FORMWORK FOR COLUMN FROM FOOTING TO PLINTH TOP: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 14.96 599.20 8962.05 View LBD
13 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 64.44 5992.00 386098.71 View LBD
14 FORMWORK FOR PLINTH BEAM: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 64.44 1198.40 77219.74 View LBD
15 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 62.70 5992.00 375713.98 View LBD
16 FORMWORK FOR COLUMN FROM PLINTH TOP TO BASEMENT SLAB: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 62.70 599.20 37571.40 View LBD
17 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) 2.4.3 Cum 115.56 5992.00 692439.12 View LBD
18 FORMWORK FOR LINTEL,BASEMENT SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 115.56 1198.40 138487.82 View LBD
19 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.4.3 Cum 244.01 5992.00 1462110.92 View LBD
20 FORMWORK FOR BASEMENT SLAB : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 244.01 1198.40 292422.18 View LBD
21 2.4.3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.4.3 Cum 8.76 5992.00 52515.09 View LBD
22 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement to be paid separately) 2.4.3 Cum 8.78 1198.40 10517.04 View LBD
23 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per m³ for every 1.50 m height or part there off Deduct 5% per m³ if rollers are not used and tamping is done manually Add 8% per m³ for works under foul & sullage situation 1.8 Cum 1507.23 402.00 605905.37 View LBD
24 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 100609.46 96.00 9658508.16 View LBD
25 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 1.35 5728.00 7707.60 View LBD
26 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 34.49 6690.00 230754.82 View LBD
27 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 966.36 147.00 142054.48 View LBD
28 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 39.01 7240.00 282432.40 View LBD
29 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 259.39 307.00 79632.55 View LBD
30 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 1496.51 213.00 318755.65 View LBD
31 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3436.97 83.00 285268.32 View LBD
32 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 1096.46 2395.00 2626027.21 View LBD
33 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 66.35 3444.00 228494.94 View LBD
34 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 177.44 762.00 135212.79 View LBD
35 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 115.31 974.00 112314.47 View LBD
36 9.6.2 Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement 9.6.2 Sqm 63.06 590.00 37202.57 View LBD
37 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 3436.97 62.00 213092.02 View LBD
38 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 882.22 136.00 119981.73 View LBD
39 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 39.01 90.00 3510.90 View LBD
40 "12.10 Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications." 12.1 Cum 0.41 235649.00 97700.08 View LBD
41 "12.14 Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)" 12.14 Sqm 14.70 9334.00 137209.80 View LBD
42 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.44 61603.00 27240.85 View LBD
43 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 14.70 5074.00 74587.80 View LBD
44 8.77 Melamine polishing on wood work (one coat) including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.77 Sqm 38.22 88.00 3363.36 View LBD
45 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 38.22 41.00 1567.02 View LBD
46 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 38.22 132.00 5045.04 View LBD
47 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 8.00 1481.00 11848.00 View LBD
48 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 208.08 500.00 104040.00 View LBD
49 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 12.69.20 Nos 64.00 189.00 12096.00 View LBD
50 Providing and fixing Hold fasts M.S. for doors etc complete (Material Components P.No -A21 I.No 285 ) 285 Nos 64.00 32.00 2048.00 View LBD
51 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 12.73.1 Nos 16.00 30.00 480.00 View LBD
52 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 12.6 Nos 16.00 832.00 13312.00 View LBD
53 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 8.00 111.00 888.00 View LBD
54 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding (Material Components P.No - A28 I.No 548) 548 Nos 600.00 6.00 3600.00 View LBD
55 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 833.77 745.00 621161.85 View LBD
56 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 11.6.1 Sqm 6.55 2510.00 16450.04 View LBD
Sub Estimate 2: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Ground floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 51.20 6186.00 316704.64 View LBD
2 FORMWORK FOR COLUMN : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 51.20 618.60 31670.46 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 98.56 6186.00 609721.23 View LBD
4 FORMWORK FOR LINTEL & SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 98.56 1237.20 121944.25 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 194.09 6186.00 1200662.39 View LBD
6 FORMWORK FOR GROUND SLAB: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 194.09 1237.20 240132.48 View LBD
7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 29.08 6186.00 179860.42 View LBD
8 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 29.08 1237.20 35972.08 View LBD
9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 3.10 6186.00 19180.93 View LBD
10 FORMWORK FOR CHAJJA: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 3.10 2783.70 8631.42 View LBD
11 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 52967.11 96.00 5084842.56 View LBD
12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 25.50 5728.00 146054.26 View LBD
13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 222.38 6690.00 1487730.90 View LBD
14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.15 Sqm 125.76 866.00 108905.30 View LBD
15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 1883.49 147.00 276873.03 View LBD
16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 89.69 7240.00 649355.60 View LBD
17 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 761.42 307.00 233755.39 View LBD
18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 1876.03 213.00 399595.11 View LBD
19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3369.92 83.00 279702.97 View LBD
20 9.21.2 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 9.21.2 Sqm 60.18 1148.00 69081.13 View LBD
21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 1671.22 2395.00 4002574.30 View LBD
22 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 11.93 3452.00 41167.86 View LBD
23 "10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth." 10.8 Sqm 4.50 1612.00 7254.00 View LBD
24 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 106.86 762.00 81429.99 View LBD
25 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 411.56 1963.00 807892.28 View LBD
26 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 2293.35 62.00 142187.51 View LBD
27 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 1070.15 208.00 222590.83 View LBD
28 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 89.69 90.00 8072.10 View LBD
29 "12.10 Providing Teak wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications." 12.1 Cum 1.08 235649.00 254312.40 View LBD
30 "12.14 Providing and fixing in position fully panelled Teak wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures)" 12.14 Sqm 39.20 9334.00 365892.80 View LBD
31 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.40 61603.00 24813.69 View LBD
32 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 13.76 5074.00 69818.24 View LBD
33 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 12.83.2 M 72.00 229.00 16488.00 View LBD
34 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 12.52 Sqm 21.93 287.00 6293.91 View LBD
35 8.77 Melamine polishing on wood work (one coat) including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.77 Sqm 101.92 88.00 8968.96 View LBD
36 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 35.78 41.00 1466.82 View LBD
37 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 35.78 132.00 4722.43 View LBD
38 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 14.00 1481.00 20734.00 View LBD
39 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 476.76 500.00 238380.00 View LBD
40 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 203.35 1175.00 238934.37 View LBD
41 "12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm" 12.69.20 Nos 112.00 189.00 21168.00 View LBD
42 Providing and fixing Hold fasts M.S. for doors etc complete( Material Components P.No -A21 I.No 285 ) 285 Nos 112.00 32.00 3584.00 View LBD
43 "12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm" 12.73.1 Nos 28.00 30.00 840.00 View LBD
44 12.60 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete 12.6 Nos 28.00 832.00 23296.00 View LBD
45 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 28.00 111.00 3108.00 View LBD
46 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos 800.00 6.00 4800.00 View LBD
47 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 166.69 745.00 124186.66 View LBD
48 "7.51 Providing and supplying 'Acoustical Wall Paneling' with square edges made of fibre glass substrate 25mm thick and wrapped on the front side with an acoustically transparent and classified for Fire reaction Class A, as per ASTM E-84, fabric with option of colors - as per the choice of the Architect/Engineer incharge of the size 600x600mm, 600x1200mm & 600x1800mm providing a minimum sound absorption level of 0.85 NRC to be affixed to wall using Wall panel lmpaler sand construction adhesives as per the instructions laid down by the certified manufacturer." 7.51 Sqm 655.39 4333.00 2839797.94 View LBD
49 "7.53 Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System in module size of 600 x 600 x 20mm with Exposed Grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.7, Light Reflectance 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 I Class 1 (BS 476 pt- 6 & 7)with sand texture finish andsuitable for Green Building application with Recycled content of 47%. The tile shall be laid on 24 mm wide T- section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 &pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with Suspension system." 7.53 Sqm 421.20 1708.00 719406.53 View LBD
50 4.2 401B (V) Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 complete as per clause 401. For Grading -V Material 4.2 401B (V) Cum 85.89 2234.00 191869.55 View LBD
51 9.32 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30 Mpa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. 9.32 Sqm 572.57 1145.00 655597.23 View LBD
52 7.18 Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. 7.18 Cum 106.69 2017.00 215186.07 View LBD
Sub- Estimate 3: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of First floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 48.01 6247.86 299939.77 View LBD
2 FORMWORK FOR COLUMN FROM Ground Floor slab to First Floor Slab: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 48.01 624.79 29994.17 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 84.05 6247.86 525114.51 View LBD
4 FORMWORK FOR LINTEL,FIRST FLOOR SLAB BEAM :Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 84.05 1249.57 105022.73 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 162.18 6247.86 1013299.18 View LBD
6 FORMWORK FOR FIRST FLOOR SLAB: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 162.18 1249.57 202659.51 View LBD
7 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 4.39 6247.86 27415.61 View LBD
8 FORMWORK FOR STAIRCASE: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 4.39 1249.57 5483.11 View LBD
9 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 4.12 6247.86 25716.19 View LBD
10 FORMWORK FOR CHAJJA: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate 2.5.2 Cum 4.12 2811.54 11572.30 View LBD
11 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 39380.99 96.96 3818380.50 View LBD
12 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 8.41 5785.28 48670.40 View LBD
13 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaFBolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 203.33 6756.90 1373853.45 View LBD
14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaFBolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.15 Sqm 279.21 874.66 244209.80 View LBD
15 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs. 2021.25 148.47 300094.99 View LBD
16 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 96.25 7312.40 703818.50 View LBD
17 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding oFB corners wherever required smooth rendering, providing and removing scaFBolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 567.83 310.07 176068.47 View LBD
18 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding oFB corners wherever required smooth rendering, providing and removing scaFBolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 2563.45 215.13 551475.82 View LBD
19 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 3160.31 83.83 264928.50 View LBD
20 9.21.2 Providing and laying Vitrified tiles in floor with diFBerent sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 9.21.2 Sqm 580.81 1159.48 673438.27 View LBD
21 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. 9.3 Sqm 408.51 2418.95 988154.62 View LBD
22 10.1 10.1.1Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.10.1.1 Area of the slab = 0.50 m2 10.1.1 Sqm 8.09 3478.44 28154.49 View LBD
23 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. 9.11 Sqm 138.52 769.62 106611.61 View LBD
24 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. 9.38 Sqm 604.18 983.74 594351.11 View LBD
25 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 3160.31 62.62 197898.40 View LBD
26 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 855.74 210.08 179774.68 View LBD
27 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.4 Sqm 96.25 90.90 8749.12 View LBD
28 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 1.05 62219.03 65603.75 View LBD
29 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 47.30 4601.56 217653.79 View LBD
30 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge 12.83.2 M 180.00 231.29 41632.20 View LBD
31 12.53 Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. 12.53 Sqm 54.82 289.87 15892.12 View LBD
32 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 122.98 41.41 5092.60 View LBD
33 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 122.98 133.32 16395.69 View LBD
34 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 18.00 1495.81 26924.58 View LBD
35 11.28 Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged. 11.28 Kgs 762.07 505.00 384843.33 View LBD
36 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 59.52 1186.75 70635.36 View LBD
37 12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm 12.69.20 Nos 72.00 189.00 13608.00 View LBD
38 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 285 Nos 108.00 32.00 3456.00 View LBD
39 12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm 12.73.1 Nos 36.00 30.00 1080.00 View LBD
40 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) 134 Nos 36.00 832.00 29952.00 View LBD
41 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 36.00 111.00 3996.00 View LBD
42 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos 800.00 6.00 4800.00 View LBD
43 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. 11.16.2 Kgs 16000.00 137.36 2197760.00 View LBD
44 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 7.1.1 Sqm 893.25 802.95 717235.09 View LBD
45 7.6 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²) 7.6 M 71.46 529.24 37819.49 View LBD
46 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 137.96 752.45 103804.24 View LBD
Sub- Estimate 4: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Terrace floor )
1 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 16.36 6309.72 103244.69 View LBD
2 FORMWORK FOR COLUMN: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 16.36 630.97 10324.44 View LBD
3 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 24.90 6309.72 157109.50 View LBD
4 FORMWORK FOR LINTEL,SLAB BEAM,SLAB : Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 24.90 1261.94 31421.80 View LBD
5 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 0.42 6309.72 2634.94 View LBD
6 FORMWORK FOR CHAJJA:Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.2 Cum 0.42 2839.37 1185.72 View LBD
7 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs. 7647.06 97.92 748800.60 View LBD
8 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 2.1.4 Cum 6.32 5842.56 36915.05 View LBD
9 6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scafolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.8 Cum 69.40 6823.80 473553.30 View LBD
10 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.8 Sqm 690.93 313.14 216358.63 View LBD
11 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.1.1 Sqm 126.51 217.26 27485.35 View LBD
12 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. 8.51 Sqm 318.36 84.66 26952.51 View LBD
13 8.63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. 8.63 Sqm 318.36 63.24 20133.20 View LBD
14 8.29 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.29 Sqm 895.49 212.16 189987.84 View LBD
15 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.1 Sqm 1378.01 759.90 1047149.57 View LBD
16 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 11.34A Kgs 145.15 149.94 21764.09 View LBD
17 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) 12.9 Sqm 6.91 7384.80 51043.74 View LBD
18 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. 12.13.1 Cum 0.11 62835.06 7062.66 View LBD
19 12.15 Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) 12.15 Sqm 4.30 5175.48 22254.56 View LBD
20 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.34.1 Sqm 11.18 41.82 467.55 View LBD
21 8.45.2 Varnishing with varnish of approved brand and manufacture :Two coats glue sizing with spar varnish or an under coat of flatting varnish to give an even shade and produce a smooth dry and mat surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign mattersand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 8.45.2 Sqm 11.18 134.64 1505.28 View LBD
22 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. 12.51 Nos 2.00 1510.62 3021.24 View LBD
23 8.83 Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing form work HOM of machineries, curing, complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 8.83 Sqm 76.27 1198.50 91406.24 View LBD
24 "12.69.20 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.125mm" 12.69.20 Nos 12.00 189.00 2268.00 View LBD
25 Providing and fixing Hold fasts M.S. for doors etc complete ( Material Components P.No -A21 I.No 285 ) 285 Nos, 12.00 32.00 384.00 View LBD
26 "12.73.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm" 12.73.1 Nos 4.00 30.00 120.00 View LBD
27 Providing and fixing Door Locks approved make and quality including cost and conveyence of all maerials with all lead and lift. etc complete ( Material Components P.No -XIII I.No 391 Code No : 0134 ) 134 Nos 4.00 832.00 3328.00 View LBD
28 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (an- odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.63 Nos 4.00 111.00 444.00 View LBD
29 Providing and fixing Screws approved make SS Screws of sizes for structural glazing /ACP Cladding ( Material Components P.No - A28 I.No 548 ) 548 Nos. 300.00 6.00 1800.00 View LBD
30 245 Providing Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Between Terrace And Truss at Terrace 245 Sqm 106.61 250.00 26653.50 View LBD
Sub- Estimate 5: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Water Supply & Sanitary works)
1 1176 3707 PVC pipe - OD 25mm and 10 Kg/sqcm m 1176 M 640.00 23.00 14720.00 View LBD
2 1178 3708 PVC pipe - OD 32mm and 10 Kg/sqcm m 1178 M 300.00 33.00 9900.00 View LBD
3 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199A PPR Double Union Ball Valve 20mm B199A Nos 20.00 789.00 15780.00 View LBD
4 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199B PPR Double Union Ball Valve 25mm B199B Nos 40.00 1076.00 43040.00 View LBD
5 B199 Supply of PPR Double Union Ball Valveconfirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B199C PPR Double Union Ball Valve 32mm B199C Nos 20.00 1784.00 35680.00 View LBD
6 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B195B PPR Male Threaded Elbow 20X1/2mm B195B Nos 50.00 82.00 4100.00 View LBD
7 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022)-B195C PPR Male Threaded Elbow 25X1/2mm B195C Nos 100.00 98.00 9800.00 View LBD
8 B195 Supply of PPR Male Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B195E PPR Male Threaded Elbow 32X1/2mm B195E Nos 60.00 130.00 7800.00 View LBD
9 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194B PPR Female Threaded Elbow 20X1/2mm B194B Nos 50.00 56.00 2800.00 View LBD
10 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194C PPR Female Threaded Elbow 25X1/2mm B194C Nos 100.00 70.00 7000.00 View LBD
11 B194 Supply of PPR Female Threaded Elbow confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B194E PPR Female Threaded Elbow 32X1/2mm B194E Nos 60.00 112.00 6720.00 View LBD
12 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193B PPR Male Threaded TEE 20X1/2mm B193B Nos 50.00 92.00 4600.00 View LBD
13 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193C PPR Male Threaded TEE 25X1/2mm B193C Nos 100.00 102.00 10200.00 View LBD
14 B193 Supply of PPR Male Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) -B193E PPR Male Threaded TEE 32X1/2mm B193E Nos 50.00 149.00 7450.00 View LBD
15 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) " -B192B PPR Female Threaded TEE 20X1/2mm B192B Nos 50.00 60.00 3000.00 View LBD
16 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) "-B192C PPR Female Threaded TEE 25X1/2mm B192C Nos 100.00 74.00 7400.00 View LBD
17 "B192 Supply of PPR Female Threaded TEE confirming to IS 15801-2008 and DIN Standards 8077/8092 (REFER 2ND CORRIGENDUM FOR VOLUME SR 07-06-2022) "-B192E PPR Female Threaded TEE 32X1/2mm B192E Nos 50.00 119.00 5950.00 View LBD
18 13.34 Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.34 Ltr 16000.00 8.00 128000.00 View LBD
19 "13.6.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore-HORIZONTAL" 13.6.4.1 Nos 40.00 1086.00 43440.00 View LBD
20 13.3.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore 13.3.1 Nos 64.00 326.00 20864.00 View LBD
21 "13.6.2.2Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore" 13.6.2.2 Nos 30.00 735.00 22050.00 View LBD
22 1.6.1 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m 1.6.1 Cum 67.50 470.00 31725.00 View LBD
23 "1161 5899 Poly Propylene Random Co-ploymer (PPR) pipe with fitting SDR 7.4 -50 mm Outer dia m " 1161 Mtr 400.00 381.00 152400.00 View LBD
24 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 14.3.1 Nos 34.00 5005.00 170170.00 View LBD
25 14.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 14.7.3 Nos 64.00 2529.00 161856.00 View LBD
26 "14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern" 14.4.1 Nos 8.00 3536.00 28288.00 View LBD
27 14.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 14.31 Nos 33.00 971.00 32043.00 View LBD
28 14.40.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 g. 14.40.2 Nos 33.00 380.00 12540.00 View LBD
29 13.46 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75mm outlet, hubless centrifugally cast (spun) iron epoxy coated inside and outside IS: 15905 13.46 Each 65.00 475.00 30875.00 View LBD
30 K030 D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :3.4 K030D HDPE Grade PE80-PN10.0,110mm dia m 490. K030 D M 414.00 490.00 202860.00 View LBD
31 T-130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover T-130A Nos 15.00 4374.00 65610.00 View LBD
32 T-130C Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. T-130C Nos 10.00 3864.00 38640.00 View LBD
33 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) 20mm nominal OD pipes(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.31.2 M 360.00 239.00 86040.00 View LBD
34 Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 25mm nominal OD pipes(REFER 1st Corrigendum and Addendum order - 21-04-2022) 13.31.3 M 280.00 316.00 88480.00 View LBD
35 1171 3713 PVC pipe - OD 110mm and 6 Kg/sqcm m 1171 M 230.00 255.00 58650.00 View LBD
36 1204 5828 PVC pipes of 8 Kg/cm2 for 75mm(0.917)m 1204 M 230.00 159.00 36570.00 View LBD
37 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments -7.6 M100F 75 mm dia PVC Elbows 7.6 M100F Each 45.00 200.00 9000.00 View LBD
38 M100 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments -7.8 M100H 110 mm dia PVC Elbows 7.8M100H Each 40.00 315.00 12600.00 View LBD
Sub- Estimate 6: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Providing Sump water tank, SepticTank and Soak Pits)
1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 104.04 73.00 7594.92 View LBD
2 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 9.78 1593.00 15573.17 View LBD
3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 7.80 5554.00 43337.86 View LBD
4 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. 6.2 Cum 1.66 6696.00 11088.58 View LBD
5 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.2.2 Sqm 117.32 230.00 26983.60 View LBD
6 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 8.12 Kgs 117.32 51.00 5983.32 View LBD
7 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.11 Sqm 117.32 49.00 5748.68 View LBD
8 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 27.97 6182.00 172904.36 View LBD
9 FORMWORK FOR Sump & Septic Tank: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 27.97 1236.40 34580.87 View LBD
10 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 4074.78 96.00 391179.26 View LBD
11 V010C Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. V010C Each 4.00 1887.00 7548.00 View LBD
12 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.6 Sqm 116.40 455.00 52962.00 View LBD
13 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 17.1 Cum 4.00 666.67 2666.68 View LBD
14 40 mm down size A-38 (volume 1) A-38 Cum 2.00 1250.00 2500.00 View LBD
15 20 mm down size A-38 (volume 1) A-38 Cum 2.00 1350.00 2700.00 View LBD
16 17.3 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (Volume 2) 17.3 Cum 4.00 397.00 1588.00 View LBD
Sub- Estimate 7: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (SINKING OF BOREWELL)
1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc.,complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete )(RWS -V SR 2021-22 I.No-0010AA PAGE NO-151 ) (0-50mtrs Borewell depth of 0 to 50 m) 0010A Mtrs. 50.00 347.00 17350.00 View LBD
2 -do- (50-100mtrs Borewell depth of50 to 100 m) 0010B Mtrs. 50.00 442.00 22100.00 View LBD
3 -do- (100-150mtrs Borewell depth of 100 to150 m) 0010C Mtrs. 50.00 456.00 22800.00 View LBD
4 -do- (150-200mtrs Borewell depth of 150 to 200 m) 0010D Mtrs. 50.00 536.00 26800.00 View LBD
5 -do- (200-250 Borewell depth of 0 to 50 m) 0010E Mtrs. 50.00 634.00 31700.00 View LBD
6 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or(RWS -V SR 2021-22 I.No-0040A PAGE NO-152 ) 0040A Each 2.00 5141.00 10282.00 View LBD
7 Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables.((RWS -V SR 2021-22 I.No-0040A PAGE NO-151 ) 0040A Sqm 2.00 15636.00 31272.00 View LBD
8 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socke conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty.(RWS -V SR 2021-22 I.No-0160A PAGE NO-154 ) 0160A No 20.00 1933.00 38660.00 View LBD
9 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (RWS -V SR 2021-22 I.No-0170A PAGE NO-154 ) 0170A No 1.00 150.00 150.00 View LBD
10 Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ((RWS -V SR 2021-22 I.No-0180A PAGE NO-155 ) 0180A No 1.00 164.00 164.00 View LBD
Sub- Estimate 8: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (PUMPING MACHINARY )
1 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For7.5 HP (RWS SR - V 2021-22, Page No- 160 , I.No-15.7 P150G )-7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00†P150G Each 2 44012.00 88024.00 View LBD
2 Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.(RWS - V SR 2021-22,Page No-162 I.No- 22.4 ,P230D ) -1x3x6 m2 P230D Mtr 350 210.00 73500.00 View LBD
3 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.(RWS - V SR 2021-22,Page No-161 I.No-P240A ) -63 mm P240A Nos 2 450.00 900.00 View LBD
4 Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -Size 65 mm P250B Nos 4 1550.00 6200.00 View LBD
5 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -Size 65 mm P260B Nos 2 1490.00 2980.00 View LBD
6 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump:1 No MCB1No. DOL of S/D Starter suitable for respective HP1No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOL-Direct Online Starter 2) S-D- Star Delta Starter(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) -6 to 15 HP pumps P270B Rmtr 1 14250.00 14250.00 View LBD
7 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RWS -VSR 2021-22 , Page No-162I.No-P250 B ) P290A kvar 3 550.00 1650.00 View LBD
8 Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.(RWS -VSR 2021-22 , Page No-162I.No-P250 B ) P300A Per 3 Poles 2 1250.00 2500.00 View LBD
9 Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)(RWS -VSR 2021-22 , Page No-163 ,I.No-P310A ) -65MM P310B Each 2 3575.00 7150.00 View LBD
10 Supply and delivery at site 50mm(2â€) dia heavy duty unplasticized PVC Column pipes with heavy duty collars, rubber profile ring,vibration control profile ring, freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments (RWS -VSR 2021-22 , Page No-163A , I.No-P320A ) P320A Mtr 350 575.00 201250.00 View LBD
11 Supply and delivery at site 50mm(2â€) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets (RWS -VSR 2021-22 , Page No-163A. I.No-P250 B ) P250 B Set 2 1650.00 3300.00 View LBD
12 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (RWS -VSR 2021-22 , Page No-163 .I.No-P360A ) P360A Job 2 6150.00 12300.00 View LBD
13 Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.. (RWS -V.SR 2021-22, Page No-163 I.No-p370A) p370A Job 2 1250.00 2500.00 View LBD
14 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work.(RWS -V.SR 2021-22, Page No-163 I.No-P380A) P380A Job 2 1350.00 2700.00 View LBD
15 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. . (RWS BGM circle SR 2019-20 I.No-12.12) -3½ x 10 sqmm P390B Rmtr 80 195.00 15600.00 View LBD
16 Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RWS -V.SR 2021-22, Page No-163 I.No-p400a) p400a Mtr 80 135.00 10800.00 View LBD
17 Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (RWS -V.SR 2021-22, Page No-164 I.No-p410a) -3½x10 Sqm P420B Each 2 650.00 1300.00 View LBD
18 Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (RWS -V.SR 2021-22, Page No-164 I.No-p430a) p430a Job 2 3750.00 7500.00 View LBD
Sub- Estimate 9: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Rain Water Harvesting)
1 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m 1.14.1 Cum 44.08 73 3217.84 View LBD
2 Providing and Filling in foundation with granite I trap broken metal 1OOmm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. A30A Cum 4.41 1593 7021.94 View LBD
3 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 3.31 5554 18361.52 View LBD
4 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.2.2 Sqm 47 230 10810 View LBD
5 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. 8.12 Kgs 47 51 2397 View LBD
6 8.11 Providing Neat cement punning to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 8.11 Sqm 47 49 2303 View LBD
7 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 11.67 6182 72168.67 View LBD
8 FORMWORK FOR Sump & Septic Tank: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 2.5.1 Cum 11.67 1236.4 14433.73 View LBD
9 11.32 Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) 11.32 Kgs 2030.97 96 194973.31 View LBD
10 V010C Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. V010C Each 2 1887 3774 View LBD
11 15.6 Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. 15.6 Sqm 64 455 29120 View LBD
12 1 K010 K040D Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used.) HDPE Grade PE80-PN12.5,110mm dia 1 K010 K040D M 218.73 544 118989.12 View LBD
Sub- Estimate 10: PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTURU, BELAGAVI DISTRICT. (Construction of Internal drive ways and parking area inside the premises )
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle 2.5(II)a Ha 0.15 158044.00 23074.42 View LBD
2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. 3.7 Cum 546.30 87.00 47528.10 View LBD
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. 1.8 Cum 979.20 402.00 393638.40 View LBD
4 Construction of sub-grade and earthen shoulders with appro ved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 3.6 Cum 747.00 413.00 308511.00 View LBD
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(B) For Grading -V Material 4.1 B (V) Cum 249.00 2234.00 556266.00 View LBD
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4.27 A Cum 99.75 2394.00 238801.50 View LBD
7 Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. 20.29 Cum 199.50 6512.00 1299144.00 View LBD
8 9.32 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30 Mpa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. 9.32 Sqm 731.25 1145.00 837281.25 View LBD
9 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. -750 mm dia 20.16 C M 3.60 3194.00 11498.40 View LBD
10 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 2.1.3 Cum 20.00 5554.00 111080.00 View LBD
11 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. i) Single row for one utility service 8.29(i) M 30.00 2017.00 60510.00 View LBD
Sub- Estimate 11: PART - I INTERNAL ELECTRICAL (PART A : INTERNAL ELECTRICAL and ELECTRICAL FIXTURES for CHANNAMA SABHA BHAVANA) BASEMENT GF + FF)
1 Concealed Conduit System-Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary-19/20mm dia 2mm thick 1.2.1 Mtr 1090.00 61.00 66490.00 View LBD
2 Concealed Conduit System-Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary -do- 25mm dia 2mm thick 1.2.2 Mtr 1355.00 70.00 94850.00 View LBD
3 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.-19/20 dia 2mm thick 1.3.1 Mtr 594.00 75.00 44550.00 View LBD
4 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary. -do-25mm dia 2mm thick 1.3.2 Mtr 676.00 80.00 54080.00 View LBD
5 Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc.-200x90x65mm 1.4.5 Each 14.00 169.00 2366.00 View LBD
6 Supplying and fixing PVC/metal conduit accessories. Deep junction box-19/20mm deep junction box 1.5.1 Each 380.00 49.00 18620.00 View LBD
7 Supplying and fixing PVC/metal conduit accessories. Deep junction box -25mm deep junction box 1.5.2 Each 556.00 55.00 30580.00 View LBD
8 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete -up to 50mm conduit in brick wall 1.7.1 Mtr 748.00 26.00 19448.00 View LBD
9 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete -up to 50mm conduit CC floor 1.7.2 Mtr 708.00 62.00 43896.00 View LBD
10 Point wiring using Copper wire without switch. -Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. -Short point up to 3Mtr from tapping point to out let via switch box 2.2.1 Point 135.00 276.00 37260.00 View LBD
11 -do- - Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch box 2.2.2 Point 168.00 386.00 64848.00 View LBD
12 -do-Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box 2.2.3 Point 178.00 567.00 100926.00 View LBD
13 Supplying and mounting 2 Nos. of 2 way 6 amps flush type switches either surface/flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as required IS 1293 3.2 Each 16.00 162.00 2592.00 View LBD
14 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A.-1.5 sqmm 2.3.2 Mtr 3323.60 26.00 86413.60 View LBD
18 Supplying and flush mounting powder coated / galavanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall - 1-3Way 3.4.1 Each 80.00 123.00 9840.00 View LBD
24 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. - 1 to 3 Module 3.5.1 Each 80.00 152.00 12160.00 View LBD
25 -do- 4Moudule 3.5.2 Each. 25.00 175.00 4375.00 View LBD
26 -do- 6Moudule 3.5.3 Each 24.00 244.00 5856.00 View LBD
27 -do- 8Moudule 3.5.4 Each 39.00 302.00 11778.00 View LBD
28 -do- 10Moudule/ 12Moudule 3.5.5 Each 28.00 363.00 10164.00 View LBD
30 Supplying and fixing of modular switch/ Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293 - 6Amps one way. 3.6.1 Each 598.00 88.00 52624.00 View LBD
31 -do- 6Amps Two way. 3.6.2 Each 16.00 125.00 2000.00 View LBD
32 -do- 6Amps 3way socket. 3.6.3 Each 165.00 162.00 26730.00 View LBD
33 -do- Stepped Fan Regulator. 3.6.4 Each 82.00 313.00 25666.00 View LBD
34 -do- 16Amps one way switch 3.6.7 Each 34.00 281.00 9554.00 View LBD
35 -do- 6/16Amps universal socket 3.6.8 Each 34.00 249.00 8466.00 View LBD
36 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. -Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws. 3.10.1 No 226.00 10.00 2260.00 View LBD
38 Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. - 6Amps Bakelite ceiling rose 3.14.5 Each 166.00 63.00 10458.00 View LBD
39 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. - 6-32Amps SP 5.17.1 Each 42.00 523.00 21966.00 View LBD
40 -do- 6-32 Amps DP 5.17.4 Each 8.00 1103.00 8824.00 View LBD
41 -do- 40 Amps TPN 5.17.8 Each 5.00 2393.00 11965.00 View LBD
42 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. -III - Double Door -12 Way SP & N 5.18.9 Each 7.00 2067.00 14469.00 View LBD
43 -do- III - Double Door -4 Way TP & N 5.18.11 Each 5.00 3053.00 15265.00 View LBD
44 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. -32-40A 4 pole 5.19.5 Each 5.00 4677.00 23385.00 View LBD
45 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 6.00 770.00 4620.00 View LBD
46 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 6.00 660.00 3960.00 View LBD
47 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 6.00 303.00 1818.00 View LBD
48 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE-Hard Soil 1.6.2 Per pit 6.00 2267.00 13602.00 View LBD
49 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 15.00 77.85 1167.75 View LBD
50 Supplying of ..feet PVC Batten with integrated LED tube ....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greaterthan 80. Power Input: 220-240V@ 50/60Hz & Power factor greaterthan 0.9 along with CE approved. years Warranty against any manufacturing defect working under standard electrical condition. -LED light fitting 1 x 2' - 9/10 W 11.3.1 Each 55.00 496.00 27280.00 View LBD
51 do- LED light fitting 1 x 4' - 20/22 W 11.3.2 Each 278.00 740.00 205720.00 View LBD
52 Supplying of recess mounting non integral type....LEDw luminaire comprising of pressure decast/extruded aluminium housing, with spring loaded false ceiling clA, Power LEDs with CCT 6500 degree K CRI,70%. efficacy greaterthan 100 lumen per W 120degree bean spread, life greaterthan 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF greaterthan 0.95, power loss should lessthan 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. -LED modular down light 1'x1' 34-22 W 11.6.1 Each 51.00 2869.00 146319.00 View LBD
53 -do- LED modular down light 2'x2' /1'x4' 34-36 W 11.6.2 Each 30.00 5651.00 169530.00 View LBD
54 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate /clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT greaterthan 5500K, IP 66 optical and electrical ompartment & impact tesistance of complete luminaire greaterthan IK08. Power Factor greaterthan 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency greaterthan 1301m/w, nominal CRI greaterthan 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should -LED Floodlight 120W 11.9.3 Each 14.00 9563.00 133882.00 View LBD
55 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation.Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, deliveringsuperior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT greaterthan 5500K, IP 66 optical and electrical compartment & impact resistanceof complete luminaire greaterthan IK08. Power Factor greaterthan 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools.LED Light fixture with ..120.W System power consumption.LED Efficiency greaterthan 130lm/w, nominal CRI greaterthan 75.Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia /Lumileds/Osram make LED Source. -LED Streetlight 70W 11.8.3 No 9.00 5955.00 53595.00 View LBD
56 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. -12" Sweep (300 mm) 6.2.1 Each 15.00 2997.00 44955.00 View LBD
57 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. -48" Sweep (1200 mm) Regular model 6.3.1 Each 73.00 2085.00 152205.00 View LBD
58 -do-56" Sweep 5 Star (1400 mm) 6.3.2 Each 9.00 2170.00 19530.00 View LBD
59 Supplying wall mounting fan suitable to operate at single- phase 230v AC. supply. -400 mm Sweep 6.5.2 Each 13.00 2838.00 36894.00 View LBD
60 Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x40/2x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires. -Using 25mm dia G.I.Pipe 13.1.1 Each 9.00 837.00 7533.00 View LBD
61 Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires. 13.6 Each 9.00 166.00 1494.00 View LBD
62 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clA. -On wall/ ceiling / Rafter / Girders 13.7.1 Each 399.00 119.00 47481.00 View LBD
63 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. 13.1 Each 104.00 162.00 16848.00 View LBD
64 Extra length of GI pipe of class B 19mm dia for down rod. 13.12 Mtr 104.00 173.00 17992.00 View LBD
65 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. 13.14 Each 15.00 432.00 6480.00 View LBD
Sub- Estimate 12: PART - I INTERNAL ELECTRICAL (PART B : LT MAIN PANEL & SUB PANEL & CABLCHANNAMA SABHA BHAVANA BASEMENT GF + FFE)
1 Supplying and fixing of metal clad industrial plugs and sockets. PLUG -2pole+earth 250V -20AMPS 3.13.2 Each 2 214.00 428.00 View LBD
2 -do- SOCKET -2pole+earth 250V -20AMPS 3.13.6 Each 2 259.00 518.00 View LBD
3 Supplying of on load change over switches 4 poles, 415V, 50Hz, AC Supply with AC-23A Duty -100-125Amps 5.11.2 Each 1 7200.00 7200.00 View LBD
4 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws,bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics) -FOUR POLE -125Amps 25kA. 5.14.8 Each 1 10062.00 10062.00 View LBD
5 Supplying and Fixing of shunt trip suitable for MCCB/CBCT. (pwd sr2014-15) 6.13 Each 1 1486.00 1486.00 View LBD
6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. -6-32Amps SP 5.17.1 Each 6 523.00 3138.00 View LBD
7 -do- 6-32 Amps DP 5.17.4 Each 8 1103.00 8824.00 View LBD
8 -do- 40 Amps TPN 5.17.5 Each 6 2393.00 14358.00 View LBD
9 "Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board." -32-40A 4 pole 5.19.5 Each 5 4677.00 23385.00 View LBD
10 Supplying, fixing and wiring Earth Leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/ auto /manual reset facility suitable to mount on DIN rail/flush mounting on panel board.(55/6.18) 5.21 Each 1 8016.00 8016.00 View LBD
11 Supplying, fixing and wiring rotary selector switch suitable for Ammeter. (55/6.24) 5.27 Each 1 178.00 178.00 View LBD
12 Supplying, fixing and wiring rotary selector switch suitable for Voltmeter. (55/6.25) 5.28 Each 1 146.00 146.00 View LBD
13 Supplying, fixing and wiring 3 phase Digital Ammeter/ Voltmeter (55/6.26) 5.29 Each 2 1280.00 2560.00 View LBD
14 Supplying fixing and wiring 50/5 to 400/5 Amps 5KVA burden Current Transformer. Class 0.5 accurecy with Tape wound. (56/6.31) 5.34 Each 6 505.00 3030.00 View LBD
15 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C 50Hz 12/24v D.C. (56/6.35) 5.38 Each 3 464.00 1392.00 View LBD
16 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy. 5.33 Each 1 8370.00 8370.00 View LBD
17 Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws 3.9 Sq.Cm 23100 0.26 6006.00 View LBD
18 Supplying .....amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers (56/6.39) -100Amps 4x30x6mm Alluminium Strips 5.40.1 Mtr 0.8 2214.00 1771.20 View LBD
19 -do- 250Amps 4x30x10mm Alluminium Strips 5.40.2 Mtr 1.8 3078.00 5540.40 View LBD
20 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.(56/6.40) - 50x50x6mm 5.41.2 Mtr 12 356.00 4272.00 View LBD
21 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with suitable approved colour powder coated paint. -14SWG 6.41.1 Sq.Cm 56800 0.43 24424.00 View LBD
22 FSupplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 :Page No - 121,VOLUME - V -HDPE Grade PE80-PN6.0, 63mm dia K010A Mtr 86 143.00 12298.00 View LBD
23 Wiring for lighting/power circuit using one of FR PVC insulated 1100V grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS-694:1990 & confirming to the attached GTP of GROUP -A. -1.5 sqmm 2.3.2 Mtr 20 26.00 520.00 View LBD
24 -do- 2.5 sqmm 2.3.3 Mtr 18 40.00 720.00 View LBD
25 -do-4 sqmm 2.3.4 Mtr 20 59.00 1180.00 View LBD
26 -do-6 sqmm 2.3.5 Mtr 20 87.00 1740.00 View LBD
27 -do-16 sqmm 2.3.7 Mtr 30 318.00 9540.00 View LBD
28 Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely -32mm 1.9.3 Mtr 10 41.00 410.00 View LBD
29 -do-38mm 1.9.4 Mtr 10 45.00 450.00 View LBD
30 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 6 770.00 4620.00 View LBD
31 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 6 660.00 3960.00 View LBD
32 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 6 303.00 1818.00 View LBD
33 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 6 2267.00 13602.00 View LBD
34 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 20 77.85 1557.00 View LBD
35 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 50 Sqmm, 4 Core, (17 GI Strips - 4 x 0.8 mm) Par km-296715.00 / 1000 = 296.715.00 32.12 Mtr 120 296.72 35606.40 View LBD
36 Laying of cable in Existing Trench/GI pipe/ Stone Ware /RCC Hume pipe using Wooden /Aluminum Rollers as directed by the departmental staff -LT Cable -35 to 95 Sqmm PER KM RATE 23647/1000=23.647mtr 31.06 Mtr 150 23.65 3547.50 View LBD
37 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. -In Hard Soil .5x.75x150 =56cmt 29.03 CMT 56 389.00 21784.00 View LBD
38 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr 29.07 CMT 56 58.00 3248.00 View LBD
39 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. 29.15 Mtr 8 58.00 464.00 View LBD
40 GI Pipe B - Class as per IS-1239 -GI Pipe - 50 mm Dia 49.05 Mtr 8 383.00 3064.00 View LBD
41 Pipe Grounding -GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 2 770.00 1540.00 View LBD
42 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 2 660.00 1320.00 View LBD
43 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 2 303.00 606.00 View LBD
44 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 2 2267.00 4534.00 View LBD
45 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg 10 77.85 778.50 View LBD
46 Brass Cable Gland -25 mm 77.01 No 4 77.00 308.00 View LBD
48 Heavy Duty Copper Terminal Long Barrel -10 Sqmm 64.01 No 84 3.00 252.00 View LBD
49 -do-16 Sqmm 64.02 No. 72 3.00 216.00 View LBD
50 -do-25 Sqmm 64.03 No. 48 4.00 192.00 View LBD
51 -do-32 Sqmm 64.04 No 48 5.00 240.00 View LBD
52 -do-50 Sqmm 63.03 No 20 60.00 1200.00 View LBD
Sub- Estimate 13: ART - I INTERNAL ELECTRICAL (PART C: PROVIDING OUT DOOR LIGHT POLES IN THE PREMISES OF CHANNAMA SABHA BHAVANA )
1 "Fabricating, supplying and erection of ... ms long Glass Reinforced Plastics (GRP) Lighting Pole or Reinforced Thermosetting Plastic Pole (FRP) Conical- Embedded Type including Double Arm Brackets having made out of Polyester Resin with Glass Fibre by CNC Machines wherein Programmable Logic Control (PLC) is used in a close loop control circuit to control machine movements. This system allows for placement of right amount of fibreglass at the right place & orientation, Non filled resin system, Available upto 2 m to 12m, having Pole thickness 6- 9 mm , Tolerance in Length+/- 40 mm . Tolerance in Thickness +/-0.5 mm ., Glass Content More than 60%m, Die Electric Strength 7.3 kV/ mm . Hence Pole does not require earthing, Specific Gravity 1.3 TO 1.95 kg/cm2, Tensile Strength 200±50 MPA, Flexural Strength 250± 50 MPA, Compressive Strength150±50 MPA, Impact Resistance 250 ± 50 KJ/M2, Water Absorption Lessthan 0.5%, Surface Colour Shade Polyurethane Paint of Shade - Aluminium, Charcoal or as per Client Requirement, Accessories(Optional) Junction Box/Side Arm/Tenon Mount Bracket, Hardware MS Zinc Passivated, Wind Load Our Pole will withstand high wind load upto50 M/S with maximum deflection of 15%. TECHNICAL DETAILS -FOUNDATION Specification: Standard Shaft Burial Depth will be as under. Also available as per Client Requirement 900 mm upto 5.5 m Pole for 1000 Series, 1200 mm upto 7 m Pole for 1000 Series 900 mm upto 5.5 m Pole for" -7 m - Top 85 mm and Bottom 176 mm dia 5 mm thickness 4.6.5 Each 10 38356.00 383560.00 View LBD
2 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and FR PVC insulation and sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A. -3C X 2.5Sq.mm 2.5.8 Mtr 30 109.00 3270.00 View LBD
3 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975 -4 core 16 sqmm 32.05 Km 0.3 183442.00 55032.60 View LBD
4 1.1 KV , X:PE or Heat resistant PVC insulated , PVC extrtuted Inner Seath Armoured LTUG Cable as per IS -1554 (Part -1),or IS 7098 Armouring strip thickness and restivity as per IS -3975 -3.5 core 25 sqmm - 32.08 Km 0.1 181452.00 18145.20 View LBD
5 Earth Work excavation for cable trench of 0.5 to 0.75 Mtr ,width and Depth upto 1 Mtr including trial pits ,depositing on the bank upto a lead of 50 mtr ,supplying and displaying necessary Danger Board and Lighting , Using sight Rails and sign Boards at every 100 Mtr wherever necessary as directed -Tar Road 29.1 Cum 1.88 536.00 1005.00 View LBD
6 Earth Work excavation for cable trench of 0.5 to 0.75 Mtr ,width and Depth upto 1 Mtr including trial pits ,depositing on the bank upto a lead of 50 mtr ,supplying and displaying necessary Danger Board and Lighting , Using sight Rails and sign Boards at every 100 Mtr wherever necessary as directed --do- Cement Concrete Road 29.11 Cum 11.25 1078.00 12127.50 View LBD
7 GI Pipe B - Class as per IS-1239GI Pipe - 40 mm Dia 49.04 Mtr 50 278.00 13900.00 View LBD
8 Refilling the cable trenches with selected available earth from trenche execavation including watering ,consolidaion in Layers of 15 cms Thickeness including depositing of tehe surplus earth with alead of 200 Mtr. 29.07 CMT 138.75 58.00 8047.50 View LBD
9 Laying of cable in existing Trench /GI Pipe /stone ware Pipe /RCC Hume pipe using Wooden /Aluminum rollers as Directed by the departmental LT Cable -2.5 to 25 Sqmm 31 Km 0.4 16159.00 6463.60 View LBD
10 GI Grounding pipe, B-Class, 42mm dia, 2.5Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum weight of GI Pipe; 7.3Kg 54.01 No 3 626.00 1878.00 View LBD
11 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30Kg each 54.02 No 3 600.00 1800.00 View LBD
12 Good Quality salt for grounding purposes packed in 50Kg gunny bag 54.03 Bag 3 275.00 825.00 View LBD
13 Digging of Pit for providing GI pipe type Earthing -Hard Soil 1.6.2 Per pit 3 2267.00 6801.00 View LBD
14 Supplying and fixing Microprocessor based Electronic timer (without contactor,Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec. 5.48 Each 1 4352.00 4352.00 View LBD
15 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. -50-63Amps DP 5.17.6 Each 2 1363.00 2726.00 View LBD
16 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. -25Amps 5.13.1 Each 1 1187.00 1187.00 View LBD
17 Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. (41/38) -14SWG 5.42.1 Sq.Cm 18700 0.43 8041.00 View LBD
18 Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and chnicalspecifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth 1.12 KPWD SR Cum 9 65.00 585.00 View LBD
19 "Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)" "-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates" 2.1.3 Cum 0.74 5554.00 4082.19 View LBD
20 "Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specificatio (including farmwork 5%for all other works added to the basic rate )" "M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" 2.2.1.1 Cum 6.86 6542.55 44881.89 View LBD
21 "Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications." 9.3 Kg 3600 96.00 345600.00 View LBD
22 Supplying, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic test as perrelevant ISS with all lead and lifts including encasing the pipe alround toa depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive ofrequired specials and fittings wherever necessary like saddle Tee, stubends, flanged sets, bedns, reducers etc. complete (Contractor will makehis own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 -K010 B HDPE Grade PE 80-PN 6 .0 63 Mm dia 1.2 Volume -5 Rmtr 1.1 143.00 157.30 View LBD
Sub- Estimate 14: PART - I INTERNAL ELECTRICAL (PART D : PROVIDING 62.5KVA / 50KWatt DIESEL GENERATOR SET FOR PROPOSED OFCHANNAMA SABHA BHAVANA KITTUR TALUK OF BELGAVI DISTRICT)
1 DIESEL GENERATOR SET -Supplying, installing, testing and ommissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514 / ISO 3046 / ISO 8528 & IS 1002 / ISO 3046 Generator set specifications. Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor 12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade),Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation "Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation" Alternator: Alternator is suitable for operation at 1500 RPM, 415 Volts, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming toIS/IEC 60034-1. The Alternator is brushless type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have + 1.0 % Voltage regulation (max) in static conditions- IP: 23 protections with insulation class H "Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads." Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lamps for ‘Load On’ and ‘Set Running’, Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections. Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and remote start/ stop control, shutdown fault indication,and an LCD hour counter.The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight. Operator interface, Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory, Provide Alternator Data. Voltage (1 ph or 3 ph line to line and line to neutral voltage, Current (1 ph or 3 ph), kVA (3 ph and total), Frequency, Provide Engine Data, Starting battery voltage, Engine running hours, Engine Temp, Engine oil pressure, Control includes provision for Service adjustment and calibration of DG control functions, Voltage, frequency selection, Configurable input and output set up Meter calibration, Engine controls, Power Start operates on 12 VDC batteries,- Auto start mode accepts a ground signal from remote devices to automatically start the DG set The remote start will also wake up the control system from sleep mode. "Engine Starting –The control system supports automatic engine starting, Primary and back up start disconnects are achieved by battery charging alternator feedback or main alternator output frequency. Controller provide configurable time delay of 0-300 secs to start after remote start signal and time delay of 0-600secs prior to shut down after stop signal. Sleep mode increase battery life. Configurable current settings from low to minimize current draw when genset is not working. Engine Protective functions include, Configurable alarm output, Emergency stop: Annunciated whenever an emergency stop signal is received by the control. Low lube oil pressure warning and Shutdown, High engine water temp warning / Shutdown, Low coolant temp warning, Sensor failure indication, Low and high battery voltage warning, Weak battery warning, Fail to start shut down, Cracking lockout: Control will not allow the starter to engage or to crank the running engine. Cyclic cranking: Configurable for the number of starting cycle, (1 to 7) and duration of crank and rest periods. Alternator Protective functions includes, - High and Low AC voltage shut down Under and Over frequency shutdown / warning, Loss of sensing voltage input shut down." Acoustic enclosure: The acoustic enclosure shall be made of 1.6 mm thick CRCA sheets in suitable approved shade and a structural/ sheet metal base frame painted in black.The walls of the enclosure are insulated with fire retardant foam so as to comply with the 75dBA at 1 mtr sound levels specified by Ministry of Environment & Forest. The enclosure has the following features: Specially designed to meet stringent MOEF/ CPCB norms of 75dBA @ 1mtr at 75% load under free field conditions, Two point lifting for easy handling at customer site, Designed to have optimum serviceability, Air inlet louvers specially designed to operate at rated load made on special purpose CNC machines for consistency in quality and workmanship, Powder coated for long lasting service life and superior finish, With UV resistant powder coating, can withstand extreme environment, Use of special hardware for longer life, Insulation material meets exacting IS 8183 specifications for better sound attenuation, Flush styling - no projections, Fluid drains for lube oil and fuel, Fuel filling point inside the enclosure. -62.5 kVA/50kW 10.1.7 Set 1 618585.00 618585.00 View LBD
2 Supply, Erection, testing and commissioning of AMF panel suitable for .....KVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors,undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....amps 4 pole contactor for alternator with thermal O/L relay,...Amps 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer,3 impulse automatic engine start/stop logic, Mains /generator voltage, ....capacity bypass switch and frequency sensing,PCC 1301 controller with water temperature/Lube oil pressure/ engine, voltage ampere/ Frequency/ KVA,Running-hour count, No of starts, Fault indication, over /under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMf module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. -62.5KVA to 125 KVA 10.2.2 Each 1 107525.00 107525.00 View LBD
3 BESCOM COMMEN SR - 2021-2022 -Pipe Grounding EARTHING -GI Grounding pipe,B-Class,42 mm dia,2.5 Mts long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 4 770.00 3080.00 View LBD
4 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 4 660.00 2640.00 View LBD
5 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 4 303.00 1212.00 View LBD
6 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 4 2267.00 9068.00 View LBD
7 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg. 15 77.85 1167.75 View LBD
8 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 -50 Sqmm, 4 Core, (17 GI Strips - 4 x 0.8 mm) Par km-296715.00 / 1000 = 296.715.00 32.12 Mtr 60 296.72 17803.20 View LBD
9 Laying of cable in Existing Trench/GI pipe/ Stone Ware /RCC Hume pipe using Wooden /Aluminum Rollers as directed by the departmental staff LT Cable 35 to 95 Sqmm PER KM RATE 23647/1000=23.647mtr 31.06 Mtr 200 23.65 4730.00 View LBD
10 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. -In Hard Soil .5x.75x180 = 67.5cmt 29.03 CMT 67.5 389.00 26257.50 View LBD
11 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 mtr 29.07 CMT 67.5 58.00 3915.00 View LBD
12 Pipe Grounding -GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg 54.01 No 2 770.00 1540.00 View LBD
13 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each 54.02 No 2 660.00 1320.00 View LBD
14 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag 54.03 Bag 2 303.00 606.00 View LBD
15 Digging of Pit for providing GI Pipe type Earthing LABOUR RATE -Hard Soil 1.6.2 Per pit 2 2267.00 4534.00 View LBD
16 8 SWG GI Wire MT -77850 / 1000 =77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM 8.02 Per Kg. 8 77.85 622.80 View LBD
17 Brass Cable Gland -25 mm 70.01 No 4 77.00 308.00 View LBD
19 Heavy Duty Copper Terminal Long Barrel -10 Sqmm 64.01 No 48 3.00 144.00 View LBD
20 -do-16 Sqmm 64.02 No 36 3.00 108.00 View LBD
21 -do-25 Sqmm 64.03 No 30 4.00 120.00 View LBD
22 -do-32 Sqmm 64.04 No 12 5.00 60.00 View LBD
23 -do-50 Sqmm 63.03 No 12 60.00 720.00 View LBD
Sub- Estimate 15: PART-II EXTERNAL ELECTRIFICATION (PART A : PROVIDING 2 POLE STRUTURE AT THE TAPPING POINT USING 9METRS RCC POLES)
1 DP Structure using RCC Pole - 9 Mtr Long, 145 Kg WL (Including Cost of Poles) Materials and LAbour 1 BESCOM SR 2022-23 Set 1 25483.00 25483.00 View LBD
2 DP Structure using RCC Pole - 8 Mtr Long, 115 Kg WL (Including Cost of Poles)- MAterials and Labour 2 Bescom SR Set 1 21601.00 21601.00 View LBD
3 11 kV, 45 KN Polymeric Insulator 3 BESCOm SR No 6 202.00 1212.00 View LBD
4 Guy Set Complete with No. 15 Strain Insulator & Concreting materials and LAbour 4 Bescom SR Set 2 1657.00 3314.00 View LBD
5 Spiral Earth Electrode MAterials and LAbour 5 BESCOM SR No 2 318.00 636.00 View LBD
6 Guy concreting with Boulders, Mud and Sand- LAbour 6 Bescom SR No 2 200.00 400.00 View LBD
7 Caution/Danger Board 7 BESCOM SR No 1 207.00 207.00 View LBD
8 Anti Climbing Device (12 Mtr GI Barbed Wire) 8 BESCOM SR Each 2 125.00 250.00 View LBD
9 11 kV, 400 Amps Double Break GOS 9 Bescom SR Set 1 21422.00 21422.00 View LBD
10 H-Frame for mounting GOS 10 BESCOM SR No 1 4376.00 4376.00 View LBD
11 DOLO Cut Out- 3 Nos per Set 11 BESCOM SR Set 1 5850.00 5850.00 View LBD
Sub- Estimate 16: PART-II EXTERNAL ELECTRIFICATION(PART B : EXTERNAL OF 11KV LINE FORM EXTERNAL FEEDER)
1 Material - Part- B.EXTENSON OF 11KV LINE FORM EXISTIONG FEEDER -RCC Pole - 9 Mtr Long, 145 Kg WL PAGE-1,I-1.01 1.01 No 3 7153.00 21459.00 View LBD
2 Special Cross Arm with Cross Arm for EG Stirrups, braces, clamps, bolts nuts and washers complete DATT-SHEET 14 Set 3 1503.00 4509.00 View LBD
3 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) 6.05 No 4 221.00 884.00 View LBD
4 DISC Insulator 45 kN Porcelain 6.08 No 6 470.00 2820.00 View LBD
5 Guy Set Complete with No. 15 Strain Insulator & Concreting materials DATT-SHEET 26 No 4 1209.00 4836.00 View LBD
6 Rabbit ACSR Conductor For 1.5% sag PAGE-4PAR KM-61515/1000 = 61.515 7.02 Km 0.8 61515.00 49212.00 View LBD
7 Spiral Earth Electrode 2.16 No 3 248.00 744.00 View LBD
8 EG Stirrup (MS) with GI wire lacing 2.15 Each 2 287.00 574.00 View LBD
9 Caution/Danger Board 67.2 No 2 146.00 292.00 View LBD
10 LABOUR - Digging of Pit 1.6 Mtr depth for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.Ordinary Soil 1.1.1 Per pit 3 384.00 1152.00 View LBD
11 Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth 2.01 No 3 688.00 2064.00 View LBD
12 Digging of Pit for GUY SET Ordinary Soil 1.7.1 No 2 247.00 494.00 View LBD
13 Special Cross Arm with Cross Arm for EG Stirrups, braces, clamps, bolts nuts and washers complete DATT-SHEET 14 No 2 400.00 800.00 View LBD
14 Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) 5.1 per set 2 201.00 402.00 View LBD
15 Stringing of conductor Squirrel, Weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. 5.16 per km 0.8 2420.00 1936.00 View LBD
16 Providing Spiral Earth Electrode type earthing (without charcoal, salt etc.,) 2.08 No 2 70.00 140.00 View LBD
17 GI Barbed Wire (12 Mtr) 5.09 No 5 32.00 160.00 View LBD
18 Caution/Danger Board DATT-SHEET 26 No 1 61.00 61.00 View LBD
19 Guy concreting with Boulders, Mud and Sand 1.8.2 No 2 200.00 400.00 View LBD
Sub- Estimate 17: PART-II EXTERNAL ELECTRIFICATION (PART C : ERECTION OF 100KVA TRANSFORMER )
1 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL -Material 1 No 1 32553.00 32553.00 View LBD
2 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL- Labour 1 No 1 5205.00 5205.00 View LBD
3 11 kV,5KN Polymeric Pin Insulator (24 mm Dia FRP Rod) -Material 1 Set 3 221.00 663.00 View LBD
4 11 kV, 45 KN Polymeric Insulator -Material 1 Set 3 202.00 606.00 View LBD
5 Guy Set Complete with No. 15 Strain Insulator & Concreting materials -Material 1 No 4 1209.00 4836.00 View LBD
6 Guy Set Complete with No. 15 Strain Insulator & Concreting materials - Labour 1 No 4 448.00 1792.00 View LBD
7 "11kV/433V, 100 kVA, 3 Phase 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil" -Material 1 No 1 214306.00 214306.00 View LBD
8 "11kV/433V, 100 kVA, 3 Phase 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil"- Labour 1 No 1 1151.00 1151.00 View LBD
9 Earthing materials pipe type for grounding (Single Electrode with accessories) -Material 1 Set 3 1733.00 5199.00 View LBD
10 Earthing materials pipe type for grounding (Single Electrode with accessories)- Labour 1 Set 3 725.00 2175.00 View LBD
11 Caution/Danger Board -Material 1 No 1 146.00 146.00 View LBD
12 Caution/Danger Board - Labour 1 No 1 61.00 61.00 View LBD
13 Anti Climbing Device (12 Mtr GI Barbed Wire) -Material 1 Each 2 93.00 186.00 View LBD
14 Anti Climbing Device (12 Mtr GI Barbed Wire)- Labour 1 Each 2 32.00 64.00 View LBD
15 Guy concreting with Boulders, Mud and Sand -do- Labour 1 No 4 200.00 800.00 View LBD
16 GI Wire 8 SWG -Material 1 Kg 5 77.85 389.25 View LBD
17 Guy wire 7/10 SWG-Material 1 Kg 10 80.10 801.00 View LBD
18 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -Material 1 set of 3 Nos. 1 1736.00 1736.00 View LBD
19 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector - Labour 1 set of 3 Nos. 1 90.00 90.00 View LBD
20 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -a) LT Protection Kit for 100 kVA -Material 1 No 2 1915.00 3830.00 View LBD
21 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -a) LT Protection Kit for 100 kVA-Labour 1 No 2 260.00 520.00 View LBD
22 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -b) LT Distribution box for 100 kVA with MCB -Material 1 No 1 22809.00 22809.00 View LBD
23 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -b) LT Distribution box for 100 kVA with MCB - Labour 1 No 1 576.00 576.00 View LBD
24 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -i) Al Lead Wire - 120 Sqmm-Material 1 Mtr 45 180.17 8107.65 View LBD
25 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -ii) Heavy Duty Long Barrel Copper Lug -120 Sqmm -Material 1 No 12 145.00 1740.00 View LBD
26 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -iii) PG Clamp - Rabbit to 120 Sqmm 1 No 4 309.00 1236.00 View LBD
27 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -iv) Spacer for DTC Wiring -Material 1 No 8 41.00 328.00 View LBD
28 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT -v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) -Material 1 No 2 229.00 458.00 View LBD
29 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -c) LT Wiring (From DTC to LT Line Through Merering Box & LT Protection Kit/LT Distribution Box) SINGLE CIRCUIT i) Al Lead Wire - 120 Sqmm ii) Heavy Duty Long Barrel Copper Lug -120 Sqmm iii) PG Clamp - Rabbit to 120 Sqmm iv) Spacer for DTC Wiring v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) - Labour 1 No 1 719.00 719.00 View LBD
30 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -d) LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS - 39) -Material 1 No 1 5095.00 5095.00 View LBD
31 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -d) LT Metering box with CTs and necessary wiring for housing ETV Meter (Please see CDS - 39) - Labour 1 No 1 650.00 650.00 View LBD
32 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -e) LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class -Material 1 No 1 3312.00 3312.00 View LBD
33 11 kV Lightning Arrester, Metal Oxide 9 kV, 5 kA Polymetic Type with ground disconnector -e) LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class -Labour 1 No 1 798.00 798.00 View LBD
34 11 kV, Solid Core Type HG Fuse Unit -Material 1 set of 3 Nos. 1 1032.00 1032.00 View LBD
35 11 kV, Solid Core Type HG Fuse Unit -Labour 1 set of 3 Nos. 1 178.00 178.00 View LBD
36 11 kV, 200 Amps, Single Break GOS -Material 1 Set 1 9125.00 9125.00 View LBD
37 11 kV, 200 Amps, Single Break GOS -Labour 1 Set 1 805.00 805.00 View LBD
File Number : PWD/AEE/KTR/KDA/Kittur Channamma Sabha Bhavan/22-23 Project Name :
Type Of Work : ORIGINAL Work Estimate Number : KPWD/2021-22/BD/WORK_INDENT148138
Work Category : Buildings Work Attribute :
Work Attribute Value:
Name of the Work : Construction of Rani Channamma Sabha Bhavan, Kittur Pradikar Office, Compound Wall, Approach Road (1st Phase)(PROPOSED FOR CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTUR, BELAGAVI DISTRICT) WorkIndent Type: NORMAL
Merged Indent : WorkIndent Status: TECH_SANCTIONED
Scope of the Work : Construction of Rani Channamma Sabha Bhavan, Kittur Pradikar Office, Compound Wall, Approach Road (1st Phase)- PROPOSED CONSTRUCTION OF RANI CHANNAMMA SABHA BHAVAN AT KITTUR, BELAGAVI DISTRICT. Estimate Type: Technical Sanction to Original Estimates of Original Works for which Adminstrative Approval is accorded- irrigation, Road, bridges and Buildings subject to clearance by the designated committee.
Financial Information
Budget Document Reference Govt ltr No-KAM.E/36/REH/2021 Banglore dtd 28-10-2021
Sanctioned Estimated Amount (INR) 100000000 Head Of Account No : 8443 GRAND TOTAL: 100000000
Grant allocated amount/Amount deposited : 100000000
Administrative Sanction Number : Technical Sanction Number: T/S-CER319/JULY-202
Scheme Code : Is HKRDB funded? No
Detail Estimate Information
Estimate Total 84068675.85 Overhead Total 0 Lumpsum Total 15931324.15
View Estimates View Lumpsum View Documents Uploaded View Work Summary Groups
Sl Item Code Perticulars Unit Qty. Final Rate Amount
1 Vol-1, Pg -8, 1.12 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 539.60 99.75 53,825.10
2 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 1,643.78 107.10 176,048.84
3 Vol-1, Pg -9 1.15.2 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m Cum 3,649.14 446.25 1,628,428.72
4 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 752.49 185.85 139,850.27
5 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 3,153.70 125.14 394,654.02
6 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 572.55 5,034.19 2,882,325.48
7 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 2,642.28 6,595.25 17,426,497.17
8 Vol-1, Pg -7 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,233.00 279.30 344,376.90
9 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 1,606.00 454.65 730,167.90
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 21.23 6,346.03 134,726.22
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 302.87 85,046.80 25,758,124.32
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 64.17 8,460.67 542,921.19
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 17.50 1,091.25 19,096.88
14 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.35 104,793.31 36,677.66
15 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 4.00 1,076.41 4,305.64
16 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 9.45 7,513.64 71,003.90
17 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,806.19 9,083.70
18 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,181.40 1,181.40
19 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 3.38 11,435.37 38,651.55
20 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 26.00 531.31 13,814.06
21 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 20.00 5,536.87 110,737.40
22 Vol-2, Pg -78 11.6.1 supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 30.40 2,792.30 84,885.92
23 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 12.00 463.44 5,561.28
24 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 11.00 461.32 5,074.52
25 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 12.00 264.06 3,168.72
26 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 24.00 291.64 6,999.36
27 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 14.80 7,141.41 105,692.87
28 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 39.60 6,065.00 240,174.00
29 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,160.00 194.07 419,191.20
30 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,532.24 599.18 918,087.56
31 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 6,052.52 268.31 1,623,951.64
32 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 95.39 40.30 3,844.22
33 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 405.11 440,824.50
34 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 8,486.02 106.05 899,942.42
35 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 284.79 3,020.30 860,151.24
36 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 31.71 5,648.22 179,105.06
37 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 232.67 347.84 80,931.93
38 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 43.47 333.00 14,475.51
39 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 4.09 1,210.03 4,949.02
40 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 2,384.52 840.98 2,005,333.63
41 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 8,486.02 167.56 1,421,917.51
42 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,088.16 165.44 180,025.19
43 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 133.60 121.96 16,293.86
44 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 56.21 2,226.48
45 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.61 146.35 5,796.92
46 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. /letter/cm height 10,000.00 4.24 42,400.00
47 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 685.50 866.43 593,937.76
48 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 315.00 308.61 97,212.15
49 Vol-2, Pg -77 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 5,026.00 114.53 575,627.78
50 Vol-2, Pg -31 7.49.1 supply and Installation of Multicell Standing Seam polycarbonate panels having flux 7.0 as per EN 16153 & EN ISO 10077-2. For min joints, panel shall be 1000 - 1200 mm wide with standing seam on both sides. Panels shall have minimum six-seven layers with Truss bridge design for higher flexibility and strength. The system shall be secured using suitable connectors with double tooth grip lock locking mechanism and fixed on purlin(to be paid separately) having a pull out load of min 7000N tested as per ISO 6892-1998 and IS 1608-2005. Panels must satisfy impact test as per IS 14443-97 shall show no sign of breakage which have been exposed to UV for 500 Hours (min) as per ASTM G 155. Panels shall have Yellowness Index of not more than 15 units as per ASTM D 1925 when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. Panel shall be closed at the end with additional Aluminium U profile as required. All aluminium should be factory finished / mill finished. Panel shall be fixed over MS structural steel / MS purlin (to be paid separately) conforming to the details in the specifications as per direction of Engineer in charge of work. 18mm Thick Multicell Polycarbonate Panels having U value of 1.9 W/Sqm K (max) Sqm 179.50 4,125.35 740,500.32
51 Vol-2, Pg -83 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 514.80 129.38 66,604.82
52 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72
53 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 148.80 2,121.00 315,604.80
54 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 148.80 768.86 114,406.37
55 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,607.62 3.18 8,292.23
56 Vol-2, Pg -175 17.5 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations at 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. each 393.00 1,190.94 468,039.42
57 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 14.80 1,908.90 28,251.72
1 CPWD-Vol-1, Pg -91, It. 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 5,473.69 1,519.64 8,318,038.27 NON-SR
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 521.43 527.62 275,116.90
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 456.82 197.86 90,386.41
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 155.75 4,616.67 719,046.35
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 578.03 659.52 381,222.35
6 Vol-1, Pg -111 SL No-2, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per Cum is 50 percent Cum 118.07 3,297.62 389,349.99
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 7.73 3,807.62 29,432.90
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 13.50 2,855.71 38,552.08
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 213.50 4,616.67 985,659.04
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 221.32 3,957.15 875,796.44
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 364.30 3,297.62 1,201,322.97
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 13.06 3,297.62 43,066.92
13 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,378.65 6,893.25
1 Vol-1, Pg -8 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Cum 116.51 107.10 12,478.22
2 Vol-1, Pg -5 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Sqm 45.04 185.85 8,370.68
3 Vol-2, Pg -5 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. at 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 436.77 123.90 54,115.80
4 Vol-1, Pg -18 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade Cum 101.90 4,984.35 507,905.26
5 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 1,043.91 6,529.95 6,816,680.10
6 Vol-2, Pg -9 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1612 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 16 (1 cement 6 coarse sand) Cum 55.59 5,864.25 325,993.66
7 Vol-1, Pg -7 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 88.00 454.65 40,009.20
8 Vol-1, Pg -7 1.8 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 238.70 497.70 118,800.99
9 Vol-1, Pg -18 2.10.c Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm5 Grade Cum 39.73 6,345.15 252,092.81
10 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 100.68 6,283.20 632,592.58
11 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 166.41 84,204.75 14,012,512.45
12 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 378.48 8,376.90 3,170,489.11
13 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 162.66 1,080.45 175,746.00
14 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 36.10 2,117.85 76,454.38
15 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.08 103,755.75 8,300.46
16 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 27.00 1,065.75 28,775.25
17 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 34.23 4,320.75 147,899.27
18 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 8.82 7,439.25 65,614.18
19 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 1.89 4,758.60 8,993.75
20 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 1.00 1,169.70 1,169.70
21 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 59.77 11,322.15 676,724.91
22 Vol-2, Pg -81 11.14.2.1 Providing and fixing pressed steel door frames conforming to IS 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m 23.40 526.05 12,309.57
23 Vol-2, Pg -77 11.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 17.10 5,482.05 93,743.06
24 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 50.00 458.85 22,942.50
25 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 41.00 456.75 18,726.75
26 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 50.00 261.45 13,072.50
27 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 100.00 288.75 28,875.00
28 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 41.80 250.95 10,489.71
29 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 13.86 6,557.25 90,883.48
30 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 57.54 7,070.70 406,848.08
31 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 7.80 6,004.95 46,838.61
32 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 3,680.88 192.15 707,281.09
33 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 5,601.02 593.25 3,322,805.12
34 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 4,573.26 265.65 1,214,886.52
35 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/Sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,605.55 39.90 143,861.44
36 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.18 401.10 713,629.10
37 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 9,040.00 69.30 626,472.00
38 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,578.21 105.00 690,712.05
39 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 737.98 2,990.40 2,206,855.39
40 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 112.69 5,592.30 630,196.29
41 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 421.37 344.40 145,119.83
42 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 166.97 329.70 55,050.01
43 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 591.92 1,198.05 709,149.76
44 Vol-2, Pg -59 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 124 (1 ce- ment 2 coarse sand 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 12 (1 cement hardener mix 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed at 2 L per 50 kg of cement or as per direction of Engineer incharge. Sqm 1,637.89 832.65 1,363,789.11
45 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 129.02 2,711.10 349,786.12
46 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ Sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 218.72 1,407.00 307,739.04
47 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 Sqm over and including one coat of Special primer applied at 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,578.25 165.90 1,091,331.68
48 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied at 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,779.19 163.80 291,431.32
49 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 187.83 120.75 22,680.47
50 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 55.65 17,087.89
51 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 Sqm over an under coat of primer applied at 0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 307.06 144.90 44,492.99
52 Vol-3, Pg-51 6.8.2 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 632018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H IRC - IRC SP 632018 Sqm 444.60 1,219.05 541,989.63
53 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/Sqm & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per Sqm and need to be installed with suspension system of approved make. Sqm 246.07 2,354.10 579,273.39
54 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/Sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 336.58 2,076.90 699,043.00
55 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 10,000.00 4.20 42,000.00
56 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.40 2,924.25 15,790.95
57 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 60.17 3,782.10 227,568.96
58 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in Sqm.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ Sqm degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 23.10 3,195.15 73,807.96
59 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/Sqm to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/Sqm and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 237.31 857.85 203,576.38
60 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 200.00 305.55 61,110.00
61 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 575.40 49,093.13
62 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mSqm as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,100.00 561,960.00
63 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 761.25 203,710.50
64 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 101.94 1,890.00 192,666.60
65 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,854.98 3.15 8,993.19
1 CPWD Vol-1, Pg -91 2.7.3 Earth work in excavation by mechanical means (Hydraulic excavator) per manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) Sqm 197.81 1,504.60 297,624.93 NON SR
2 Vol-1, Pg -111 SL No-1a, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth a Isolated for Percentage on finished rate of concrete per Cum is 8 percent Cum 16.90 522.40 8,828.56
3 Vol-1, Pg -111 SL No-1b, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. Foundation upto plinth b. All other Types for Percentage on finished rate of concrete per Cum is 3 percent Cum 69.45 195.90 13,605.26
4 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Cum 4.91 4,570.96 22,443.41
5 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 83.16 653.00 54,303.48
6 Vol-1, Pg -112 SL No-11, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per Cum is 10 percent Cum 39.73 634.52 25,209.48
7 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 29.97 3,769.92 112,984.50
8 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45 percent Cum 70.71 2,827.44 199,928.28
9 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70 percent Sqm 186.05 4,570.96 850,427.11
10 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60 percent Cum 320.22 3,917.97 1,254,612.35
11 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50 percent Cum 319.10 3,264.98 1,041,855.12
12 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50 percent Cum 44.12 3,264.98 144,050.92
13 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 150,097.19 420,272.13
14 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,365.00 6,825.00
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 764.02 6,595.25 5,038,902.90
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 63.35 6,346.03 402,021.00
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 500.57 8,460.67 4,235,157.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,091.25 49,630.05
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 140.01 85,046.80 11,907,402.47
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 13.19 2,139.03 28,213.81
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.50 104,793.31 52,396.66
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 28.00 1,076.41 30,139.48
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 13.65 4,363.96 59,568.05
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4.41 7,513.64 33,135.15
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 5.67 4,806.19 27,251.10
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 5.00 1,181.40 5,907.00
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 75.08 11,435.37 858,567.58
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 40.00 463.44 18,537.60
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 54.00 461.32 24,911.28
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 54.00 264.06 14,259.24
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 216.00 291.64 62,994.24
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 52.20 253.46 13,230.61
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.22 6,622.82 114,044.96
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 173.40 7,141.41 1,238,320.49
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 15.84 6,065.00 96,069.60
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 6,778.50 194.07 1,315,503.50
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 599.18 2,099,221.14
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,533.89 268.31 1,484,798.03
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,710.68 39.90 148,056.13
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 405.11 355,654.17
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 69.99 542,002.56
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,679.40 106.05 814,400.37
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,255.99 3,020.30 3,793,466.60
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 76.64 5,648.22 432,879.58
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 678.63 347.84 236,054.66
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 333.00 33,076.89
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 831.81 1,210.03 1,006,515.05
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,738.21 161,554.39
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 419.39 1,421.07 595,982.55
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,628.83 167.56 1,278,286.75
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 877.92 165.44 145,243.08
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 53.03 14,378.55
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 271.14 120.75 32,740.16
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 56.21 5,614.25
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 99.88 146.35 14,617.44
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 5.76 2,953.49 17,012.10
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,819.92 539,907.49
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.89 3,227.10 93,230.92
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 866.43 61,351.91
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 170.83 2,377.64 406,172.24
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,097.67 1,089,550.77
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.24 16,960.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 308.61 49,377.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 581.15 49,583.72
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,121.00 201,070.80
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 768.86 72,887.93
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,107.39 3.18 6,701.50
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 243.84 1,908.90 465,466.18
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 186.05 4,616.67 858,931.45 NON SR
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 241.98 3,957.15 957,551.16
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 309.40 3,297.62 1,020,283.63
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Cum 26.59 3,297.62 87,683.72
5 Vol-1, Pg -115 SL No-14, Add-I R C C for Chajja Cum 44.53 3,807.62 169,553.32
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 18.81 2,855.71 53,715.91
7 CPWD Vol-1 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.36 151,598.16 357,771.66
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 25.00 1,378.65 34,466.25
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 704.89 6,660.55 4,694,955.09
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.53 6,408.86 400,746.02
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 470.22 8,544.44 4,017,766.58
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 62.82 1,102.06 69,231.41
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 131.07 85,888.84 11,257,450.26
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 12.78 2,160.21 27,607.48
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.51 105,830.87 159,804.61
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 44.00 1,087.06 47,830.64
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 30.03 4,407.16 132,347.01
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,588.04 117,159.34
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,853.77 73,389.00
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 15.00 1,193.09 17,896.35
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 88.23 11,548.59 1,018,932.10
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 76.00 468.03 35,570.28
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 56.00 465.89 26,089.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 56.00 266.68 14,934.08
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 224.00 294.52 65,972.48
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 255.97 16,074.92
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,688.40 140,456.40
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 200.72 7,212.11 1,447,614.72
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,125.05 114,660.94
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,533.62 195.99 1,476,514.18
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 605.11 2,119,996.83
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,122.27 270.96 1,387,930.28
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,671.03 38.76 142,289.12
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.44 409.12 578,266.57
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 70.69 547,423.36
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 6,987.20 107.10 748,329.12
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,224.43 3,050.21 3,734,768.63
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,704.15 695,906.30
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 739.73 351.29 259,859.75
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 336.29 33,403.69
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.20 1,222.01 998,626.57
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.41 2,765.32 164,287.66
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 423.71 1,435.14 608,083.17
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 6,987.26 169.22 1,182,384.14
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,413.45 167.08 236,159.23
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.34 53.55 16,136.76
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 301.35 123.16 37,114.27
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 56.76 13,783.03
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 242.83 147.80 35,890.27
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 2.70 2,982.74 8,053.40
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,857.74 545,252.97
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 48.14 3,259.05 156,890.67
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 283.07 875.01 247,689.08
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 120.65 2,401.18 289,702.37
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,118.44 1,100,338.92
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.28 17,120.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 311.66 49,865.60
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 586.91 50,075.16
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 57.60 2,142.00 123,379.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 57.60 776.48 44,725.25
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,891.49 3.21 6,071.68
54 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 267.32 1,927.80 515,339.50
1 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per Cum is 70% Cum 177.84 4,662.38 829,157.66 NON SR
2 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 224.89 3,996.33 898,734.65
3 Vol-1, Pg -113 SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per Cum is 50% Cum 275.51 3,330.27 917,522.69
4 Vol-1, Pg -114 SL No-16, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per Cum is 50% Cum 26.59 3,330.27 88,551.88
5 Vol-1, Pg -115 SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per Cum is 60% Cum 44.16 3,845.32 169,809.33
6 Vol-1, Pg -116 SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per Cum is 45% Cum 18.37 2,883.99 52,978.90
7 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Cum 3.02 153,099.13 462,359.37
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,392.30 6,961.50
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 739.14 6,725.85 4,971,344.77
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 61.07 6,471.70 395,226.72
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 422.10 8,628.21 3,641,967.44
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,112.86 50,612.87
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 130.35 86,730.89 11,305,371.51
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,181.39 18,061.91
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.41 106,868.42 150,684.47
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 40.00 1,097.72 43,908.80
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 21.84 4,450.37 97,196.08
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.23 7,662.43 101,373.95
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 15.12 4,901.36 74,108.56
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 14.00 1,204.79 16,867.06
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 84.52 11,661.81 985,656.18
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 68.00 472.62 32,138.16
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 84.00 470.45 39,517.80
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 84.00 269.29 22,620.36
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 336.00 297.41 99,929.76
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 258.48 16,232.54
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,753.97 141,833.37
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 193.32 7,282.82 1,407,914.76
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 16.80 6,185.10 103,909.68
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,593.12 197.91 1,502,754.38
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 611.05 2,140,807.56
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,454.76 273.62 1,492,531.43
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,489.46 41.10 184,516.81
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.09 413.13 710,620.78
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 71.38 552,766.72
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,577.05 108.15 819,457.96
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,302.88 3,080.11 4,013,013.72
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,760.07 702,728.54
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 716.33 354.73 254,103.74
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 339.59 33,731.47
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 817.82 1,233.99 1,009,181.70
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.75 2,792.43 166,847.69
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 420.53 1,449.21 609,436.28
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,577.13 170.88 1,294,779.97
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,720.10 168.71 290,198.07
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 54.08 16,425.72
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 303.73 124.37 37,774.90
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 57.32 11,015.76
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 192.18 149.25 28,682.86
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,011.98 13,011.75
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,895.56 550,598.45
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 53.79 3,291.00 177,022.89
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 71.71 883.59 63,362.24
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,424.72 722,736.29
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,139.21 1,111,127.07
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,000.00 4.33 17,320.00
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 314.72 50,355.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 592.66 50,565.75
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,163.00 205,052.40
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 784.09 74,331.73
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 2,146.20 3.24 6,953.69
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,190.04 120,693.10
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 259.92 1,946.70 505,986.26
1 CPWD Vol-1, Pg -147 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.69 154,600.10 416,260.77 NON SR
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 175.45 4,708.09 826,034.39
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 220.90 4,035.51 891,444.16
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 316.40 3,362.92 1,064,027.89
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.60 3,362.92 89,453.67
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 42.92 3,883.02 166,645.63
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.08 2,912.26 52,664.44
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,405.95 7,029.75
1 Vol-1, Pg -18 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 772.69 6,791.15 5,247,453.69
2 Vol-1, Pg -18 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) at 75% & GGBS at 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m²0 Grade Cum 62.69 6,534.53 409,649.69
3 Vol-2, Pg -17 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 411.56 8,711.98 3,585,502.49
4 Vol-2, Pg -14 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 14 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 45.48 1,123.67 51,104.51
5 Vol-1, Pg -18 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 135.23 87,572.94 11,842,488.68
6 Vol-2, Pg -23 7.18 Providing and laying cinder concrete in cement 115 ( 1 cement 15 cinder of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope compacting, including cost of materials, labour, curing complete as per specifications. Cum 8.28 2,202.56 18,237.20
7 Vol-2, Pg -100 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.61 107,905.98 173,728.63
8 Vol-2, Pg -104 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 136 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 43.00 1,108.38 47,660.34
9 Vol-2, Pg-199 20.21 Providing and fixing Teak wood plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Sqm 24.57 4,493.58 110,407.26
10 Vol-2, Pg -100 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 15.44 7,736.82 119,456.50
11 Vol-2, Pg -105 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 17.01 4,948.94 84,181.47
12 Vol-2, Pg -105 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 16.00 1,216.49 19,463.84
13 Vol-2, Pg -103 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 86.97 11,775.04 1,024,075.23
14 Vol-2, Pg -93 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 74.00 477.20 35,312.80
15 Vol-2, Pg -107 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10mm each 92.00 475.02 43,701.84
16 Vol-2, Pg -108 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete brass handles 125 mm with plate 175x32 mm each 92.00 271.91 25,015.72
17 Vol-2, Pg -107 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm (heavy type) No. 92.00 300.30 27,627.60
18 Vol-2, Pg -108 12.83.2 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer- in-charge - 42x50 mm PVC Extruded section m 62.80 260.99 16,390.17
19 Vol-2, Pg -111 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float Glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 21.00 6,819.54 143,210.34
20 Vol-2, Pg -110 12.90. Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 182.10 7,353.53 1,339,077.81
21 Vol-2, Pg -109 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 18.72 6,245.15 116,909.21
22 Vol-2, Pg -86 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 7,023.00 199.84 1,403,476.32
23 Vol-2, Pg -85 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 3,503.49 616.98 2,161,583.26
24 Vol-2, Pg -41 8.1.1 Providing 12 mm cement plaster with cement mortar 14 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 5,683.43 276.28 1,570,218.04
25 Vol-2, Pg -43 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 4,515.27 41.50 187,383.70
26 Vol-2, Pg -42 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 (1 cement 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 13 (1 cement 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 417.14 605,866.65
27 Vol-2, Pg -54 8.80. Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 20 mm to 25 mm wide to required depth. m 7,744.00 72.07 558,110.08
28 Vol-2, Pg -50 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 7,695.84 109.20 840,385.73
29 Vol-2, Pg -63 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. Sqm 1,227.02 3,110.02 3,816,056.74
30 Vol-2, Pg -64 9.30. Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 16, 20 mm thick, and joints fin- ished with cement mortar 13 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. Sqm 122.00 5,815.99 709,550.78
31 Vol-2, Pg -69 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. m 704.53 358.18 252,348.56
32 Vol-2, Pg -69 10.3 Extra for fixing granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. m 99.33 342.89 34,059.26
33 Vol-2, Pg -60 9.12.2 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 14 (1 cement 4 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Sqm 808.69 1,245.97 1,007,603.48
34 Vol-2, Pg -64 9.32 Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 14 (1 cement 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sqm 59.00 2,819.54 166,352.86
35 Vol-2, Pg -61 9.17.5 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand), jointing with grey cement slurry at 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x1200 mm Sqm 416.51 1,463.28 609,470.75
36 Vol-2, Pg -46 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 L/10 m² over and including one coat of Special primer applied at 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% at 60 degree angle with 10 years life) Sqm 7,695.90 172.54 1,327,850.59
37 Vol-2, Pg -46 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 154892004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied at 1.43 L/ 10 m². Over and including priming coat of exterior primer applied at 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,452.43 170.35 247,421.45
38 Vol-2, Pg -47 8.34.3 Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 54.60 15,338.23
39 Vol-2, Pg -48 8.40. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 280.92 125.58 35,277.93
40 Vol-2, Pg -47 8.34.1 Applying priming coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 57.88 12,395.58
41 Vol-2, Pg -46 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied at 0.90L/10 m² over an under coat of primer applied at 0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 214.16 150.70 32,273.91
42 Vol-2, Pg -70 10.8 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 124 (1 cement 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. Sqm 4.32 3,041.22 13,138.07
43 Vol-2, Pg -72 10.19 Providing and fixing 20mm thick gang saw water cut Lakared granite for cladding in CM 13 (1 cement 3 coarse sand) proportion with a coat of rough plastering using CM 14 (1 cement 4 fine sand), cut to required shape, pattern with paper joints, finished with cement mortar using white cement and colour pigments to match the colour of slab making through jointing with sealant, grooves in joints including cost of curing etc., complete including cost and conveyance of all materials, mortar, labour for all items of work, usage charges of machinery etc., complete as per specification. Sqm 141.34 3,933.38 555,943.93
44 Vol-2, Pg-183 18.3 Providing, assembling and supplying vision Glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated Glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float Glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float Glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the Glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.18.2)For payment, only the actual area of Glass on face # 1 of the Glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in m2.(i) Coloured tinted float Glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance Glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 28.88 3,322.96 95,967.08
45 Vol-2, Pg -149 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer at 150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 70.81 892.16 63,173.85
46 Vol-2, Pg -26 7.50. Providing & Fixing of Mineral Fibre Suspended Ceiling System in the module size of 600x600x19mm with Exposed grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, NRC -0.7,Colour White, Fire Performance UK A2 S1, dO, with Anti Microbial coating on the face of the tile, suitable for zone 4 area according to NF S 90-352003 with cleanroom class of ISO 5 (class 100), Decontamination class of CP1Oand Bacteriological Cleanliness class B1 for specific strains and reduction in colony size. Washability properties of 500 wash cycles as per ASTM D-4828 and suitable for Green Building application with Recycled content of 37%. The tile shall be laid on 24mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 & pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with suspension system of approved make. Sqm 298.07 2,448.26 729,752.86
47 Vol-2, Pg -27 7.40.3 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized at 120 g/m2, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. - 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, madeof Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. Sqm 519.41 2,159.98 1,121,915.21
48 Vol-2, Pg -49 8.49 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. per letter per cm height 4,160.00 4.37 18,179.20
49 Vol-2, Pg - 125 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 160.00 317.77 50,843.20
50 Vol-2, Pg -36 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 598.42 51,057.19
51 Vol-2, Pg -156 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1116) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength at 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 94.80 2,184.00 207,043.20
52 Vol-2, Pg -37 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 94.80 791.70 75,053.16
53 Vol-2, Pg -207 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 1,892.67 3.28 6,207.96
54 Vol-2, Pg -73 10.26 Providing, fabricating and fixing of 10 mm thick Decorative Grooved Bamboo Wood Wall cladding with panel size 1220mmx2440mm, thermal insulation value 2.2 J/g oC & having density 1300kg/m3. The base material shall be of MDF and the surface of Bamboo shall be coated with Graphene based PU Coating. The material shall possess special properties such as Fire resistant, Thermal insulation, Sound absorbent and UV & Water resist- ant. The panel shall be fixed on walls using Mild steel screws or by using special adhesives as per direction of Engineer in charge. Sqm 55.11 2,211.30 121,864.74
55 Vol-2, Pg -219 22.22 Providing & fixing Roller blinds of reputed make 38mm round Aluminium channel with blackout fabric, telting with chain (Ball) system with all necessary fittings and fixtures as per direction of Engineer in charge Sqm 248.70 1,965.60 488,844.72
1 CPWD Vol-1 Pg -147, 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Cum 2.80 156,101.07 437,083.00 NON SR
2 Vol-1, Pg -111 SL No-9, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns per Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70 percent Cum 177.74 4,753.80 844,940.41
3 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 270.66 4,074.69 1,102,855.60
4 Vol-1, Pg -112 SL No-15, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50 percent Cum 297.70 3,395.57 1,010,861.19
5 Vol-1, Pg -112 SL No-16, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50 percent Cum 26.59 3,395.57 90,288.21
6 Vol-1, Pg -112 SL No-14, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels and Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 percent Cum 44.09 3,920.72 172,864.54
7 Vol-1, Pg -112 SL No-19, Add-I Additional for formwork, Centering and Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy and Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45 percent Cum 18.60 2,940.54 54,694.04
8 Vol-1, Pg -119 Add V Sl 10 Addendum V Sl No 10, Core Cutting of Slab Each 5.00 1,419.60 7,098.00
TERRACE FLOOR - 1A
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 55.22 6,856.45 378,613.17
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 60.20 9,492.53 571,450.31
3 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 86.60 6,856.45 593,768.57
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 206.74 6,597.36 1,363,938.21
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 17.19 6,597.36 113,408.62
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 66.22 8,795.74 582,453.90
7 Vol - 2 -Chapter -6- Masonry Works 6.15 Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 31.50 1,134.47 35,735.80
8 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 69.83 88,414.99 6,174,018.75
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 1.20 108,943.54 130,732.25
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 18.00 1,119.04 20,142.72
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 19.95 7,811.21 155,833.64
12 Vol - 2 -Chapter -12- Wood and PVC Works 12.57.4 Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 35 mm thick both side Teak Sqm 10.71 4,996.53 53,512.84
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.59 Providing and fixing aluminium die cast body tubular type universal hy- draulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. No. 7.00 1,228.19 8,597.33
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 13.25 11,888.26 157,519.44
15 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 28.00 481.79 13,490.12
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 14.00 479.59 6,714.26
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 28.00 274.52 7,686.56
18 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 56.00 303.19 16,978.64
19 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 31.04 7,424.24 230,448.41
20 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 44.48 6,305.20 280,455.30
21 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 2,075.50 201.76 418,752.88
22 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 3,180.11 278.93 887,028.08
23 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 3,047.37 41.90 127,684.80
24 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,582.36 421.16 1,087,586.74
25 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 3,762.11 110.25 414,772.63
26 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 127.94 1,188.50 152,056.69
27 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 2,777.60 171.99 477,719.42
28 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 55.12 4,576.06
29 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 83.02 126.79 10,526.11
30 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 58.43 5,016.80
31 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 85.86 152.15 13,063.60
32 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 1,813.94 900.74 1,633,888.32
33 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 320.83 19,249.80
34 Vol - 2 -Chapter -7- Roofing 7.62 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. Sqm 85.32 604.17 51,547.78
35 Vol - 2 -Chapter -15- Water Proofing 15.26 Expansion Joints - Providing waterproof treatment to Expansion joints using 2 coats of acrylic co-polymer elastomeric sealer and protector. The surface shall be prepared free of tar, dust, fungus, loose particles etc. The surface shall be applied with base coat of healer sealer crystallization liquid and then Acrylic co-polymer elastomeric sealer & protector, wetting agent and liquid (1:1:1:6) over the prepared surface. In addition to port fixing & injection grouting using acrylic polymer & waterproofing slurry, polyester fibrewool will be laid upon membrane by using epoxy Adhesive having compressive Strength @ 7 days, 45N/mm2 as per BS 6319 Part 2. Over this 1 layer of TPO membrane will be laid as reinforcing material. One primer coat of Acrylic co-polymer elastomeric sealer & protector and a second coat of Acrylic co-polymer elastomeric sealer & protector liquid will be given over the primer coat - conforming to DIN EN 1928-B. The work shall be carried out as per the directions of the Engineer in charge m 267.60 2,205.00 590,058.00
36 Vol - 2 -Chapter -7- Roofing 7.64.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide m 267.60 799.31 213,895.36
37 Vol - 2 -Chapter -7- Roofing 7.61 Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 m3 of coarse sand for expansion joints. Cum 12.24 28,493.01 348,754.44
38 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 187.29 3.31 619.93
39 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 3,762.11 174.20 655,359.56
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 55.22 4,799.51 265,028.94 NON SR
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 60.20 5,628.84 338,856.17
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 86.60 3,428.22 296,883.85
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 86.60 4,799.51 415,637.57
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 206.74 3,958.42 818,363.75
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 17.19 2,968.81 51,033.84
TERRACE FLOOR - 1B
1 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade Cum 4.50 6,921.75 31,147.88
2 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 35.50 9,582.93 340,194.02
3 Vol - 1 -Chapter -II- Concrete Works 2.8.2 Self Compacting Concrete - Supply and placing the Design Mix of M-30 Grade for Self Compacting Concrete corresponding to IS 456-2000 (Re-affirmed 2021) and relevant IS codes using Batching plant, Transit mixer and concrete pump with 12.5 mm size graded machine crushed hard metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, cement substitutes like fly ash, GGBS, etc., fine aggregate (sand), coarse aggregate, Admixture, water etc., to site including and sales and other taxes on all materials including all operational, incidental and labour charges, but excluding cost of steel and its fabrication & formwork charges for finished item of work with minimum cement content as per IS code including pumping & curing etc complete for finished item of work (RCC slabs, Beams, Columns, Lintels, Water Tanks, RCC Walls in Buildings). Add extra 5% on form work for staging for 5 to 10 m Cum 57.70 9,582.93 552,935.06
4 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 0.67 6,660.19 4,462.33
5 Vol - 1 -Chapter -II- Concrete Works 2.10.b Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC Sqm0 Grade Cum 33.99 6,660.19 226,379.86
6 Vol - 2 -Chapter -6- Masonry Works 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 0.10 8,879.51 887.95
7 Vol - 1 -Chapter -II- Concrete Works 2.11.a Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 18.86 89,257.04 1,683,387.77
8 Vol - 2 -Chapter -12- Wood and PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 0.10 109,981.10 10,998.11
9 Vol - 2 -Chapter -12- Wood and PVC Works 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. No. 1.00 1,129.70 1,129.70
10 Vol - 2 -Chapter -12- Wood and PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 2.57 7,885.61 20,266.02
11 Vol - 2 -Chapter -12- Wood and PVC Works 12.43 Providing and fixing in position fully glazed for windows shutters with Teak wood stiles and rails of 35mm. thick 75mm wide in single shutters with 4mm thick plain Glass fixed with wooden beading including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 0.68 12,001.48 8,161.01
12 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.47 Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications. No 2.00 486.38 972.76
13 Vol - 2 -Chapter -12- Wood and PVC Works 12.76.1 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm each 1.00 484.16 484.16
14 Vol - 2 -Chapter -12- Wood and PVC Works 12.79.1 Providing and fixing bright finished brass handles with screws etc. com- plete: brass handles 125 mm with plate 175x32 mm each 2.00 277.14 554.28
15 Vol - 2 -Chapter -12- Wood and PVC Works 12.75.1 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) No. 4.00 306.08 1,224.32
16 Vol - 2 -Chapter -12- Wood and PVC Works 12.9 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of Glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float Glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 53.28 7,494.94 399,330.40
17 Vol - 2 -Chapter -12- Wood and PVC Works 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head Glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 17.28 6,365.25 109,991.52
18 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 1,951.50 203.68 397,481.52
19 Vol - 2 -Chapter -8- Finishing 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,067.94 281.59 300,721.22
20 Vol - 2 -Chapter -8- Finishing 8.16.2 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 150mm wide m 312.78 42.29 13,227.47
21 Vol - 2 -Chapter -8- Finishing 8.9 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 425.17 425,408.10
22 Vol - 2 -Chapter -8- Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 1,301.37 111.30 144,842.48
23 Vol - 2 -Chapter -8- Finishing 8.32 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 1,000.56 173.63 173,727.23
24 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 1,672.76 120.20 201,065.75
25 Vol - 2 -Chapter -7- Roofing 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. - 0.63 mm thick with zinc coating not less than 275 g/ Sqm Sqm 66.91 978.33 65,460.06
26 Vol - 2 -Chapter -7- Roofing 7.4.1 Providing & fixing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete as per design drawings. 0.63 mm thick with zinc coating not less than 275 g/Sqm m 43.20 711.21 30,724.27
27 Vol - 2 -Chapter -8- Finishing 8.34.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 55.65 4,344.04
28 Vol - 2 -Chapter -8- Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 78.06 128.00 9,991.68
29 Vol - 2 -Chapter -8- Finishing 8.34.1 Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 58.99 474.28
30 Vol - 2 -Chapter -8- Finishing 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 Sqm over an under coat of primer applied @0.75 L/10 Sqm of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 8.04 153.59 1,234.86
31 Vol - 2 -Chapter -15- Water Proofing 15.1 polyurethane based single Component for New surface - Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. Sqm 450.82 909.32 409,939.64
32 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter m 60.00 323.88 19,432.80
33 Vol - 2 -Chapter -20- Repairs to Buildings 20.96 Cleaning of office floors, toilet floors, corridors, lobbies, partitions, storage units, furnitures,electrical & electronic equipments, doors, windows, curtains, blinds etc., including cleaning of dust, etc., using suitable bombay broom stick, squezers Sqm 66.91 3.34 223.48
34 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 1,565.83 628.84 984,656.54
35 Vol - 2 -Chapter -8- Finishing 8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 Sqm over and including one coat of Special primer applied @ 0.75 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) Sqm 1,301.37 175.85 228,845.91
36 Vol - 2 -Chapter -18- Structural Glazing 18.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding Glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Sqm 19.29 2,819.25 54,383.33
37 Vol - 2 -Chapter -9- Flooring 9.12.1 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm Sqm 80.70 1,199.81 96,824.67
1 Vol - 1 -Chapter -II- Concrete Works SL No-9, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Cum 4.50 4,845.22 21,803.49 NON SR
2 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 35.50 5,749.75 204,116.12
3 Vol - 1 -Chapter -II- Concrete Works SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 57.70 4,791.46 276,467.24
4 Vol - 1 -Chapter -II- Concrete Works SL No-20, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 20. Curved RCC Roof Slabs, Domes & Sloped Roofs for Percentage on finished rate of concrete per m3 is 70% Cum 57.70 6,708.05 387,054.48
5 Vol - 1 -Chapter -II- Concrete Works SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Cum 0.67 3,996.12 2,677.40
6 Vol - 1 -Chapter -II- Concrete Works SL No-19, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Cum 33.99 2,997.09 101,871.09
BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 2.00 897.18 1,794.36
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 2.00 1,184.58 2,369.16
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,572.77 2,572.77
4 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 4.00 657.51 2,630.04
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 4.00 857.94 3,431.76
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 10.00 768.86 7,688.60
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 10.00 323.45 3,234.50
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 2.00 313.91 627.82
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 2.00 333.00 666.00
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 2.00 582.21 1,164.42
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 906.73 1,813.46
13 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 135.00 254.10 34,303.50
14 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 135.00 279.30 37,705.50
15 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 4.00 14,605.50 58,422.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 200.00 828.25 165,650.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 340.00 424.20 144,228.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 60.00 337.24 20,234.40
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 40.00 401.93 16,077.20
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 10.00 327.69 3,276.90
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 10.00 342.54 3,425.40
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30
24 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 30.00 388.50 11,655.00
25 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 350.00 431.55 151,042.50
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 5.00 2,737.15 13,685.75
STILT FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 888.30 6,218.10
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,172.85 7,037.10
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,547.30 7,641.90
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 4.00 1,071.00 4,284.00
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 5.00 651.00 3,255.00
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 2.00 849.45 1,698.90
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 761.25 15,225.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 320.25 6,405.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 4.00 310.80 1,243.20
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 4.00 329.70 1,318.80
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 4.00 576.45 2,305.80
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 627.90 1,255.80
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 2.00 737.10 1,474.20
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.4 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore No. 2.00 897.75 1,795.50
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 1.00 292.95 292.95
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 1.00 651.00 651.00
17 Vol - 1 -Chapter -I- Earth Work 1.4.1 Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ 108.00 254.10 27,442.80
18 Vol - 1 -Chapter -I- Earth Work 1.9 Manual Means - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 108.00 279.30 30,164.40
19 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.7.1 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 1.50 HP/1.1KW - 7 STG each 2.00 14,605.50 29,211.00
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.45 18,900.00
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 50 mm nominal dia Pipes m 100.00 820.05 82,005.00
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 40.00 562.80 22,512.00
23 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 160.00 420.00 67,200.00
24 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 228.00 333.90 76,129.20
25 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 168.00 397.95 66,855.60
26 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 15 mm nominal dia pipes m 60.00 324.45 19,467.00
27 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 30.00 339.15 10,174.50
28 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 40.00 231.00 9,240.00
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 3.00 5,128.20 15,384.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 4.00 6,275.85 25,103.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 3.00 9,074.10 27,222.30
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 18.00 2,689.05 48,402.90
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 4.00 285.60 1,142.40
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,840.10 17,520.30
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 25.00 1,281.00 32,025.00
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 25.00 204.75 5,118.75
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 5.00 1,135.05 5,675.25
38 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 1.00 2,849.70 2,849.70
39 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 6.00 753.90 4,523.40
40 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,227.05 13,362.30
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 2.00 880.95 1,761.90
42 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 2,976.75 5,953.50
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 951.30 1,902.60
44 Vol - 5 -Chapter -16- SANITARY WORKS 16.1.1 Providing, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.100 mm dia. pipes (This is for house service connection only) m 10.00 388.50 3,885.00
45 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 50.00 431.55 21,577.50
46 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 81.90 113.40 9,287.46
47 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 4.40 2,990.40 13,157.76
48 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 26.00 2,710.05 70,461.30
49 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 26.00 233.31 6,066.06
GROUND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 897.18 6,280.26
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,184.58 14,214.96
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,572.77 7,718.31
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,081.71 10,817.10
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 657.51 3,945.06
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 857.94 2,573.82
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 768.86 15,377.20
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 323.45 6,469.00
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 313.91 1,883.46
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 333.00 1,998.00
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 582.21 4,657.68
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 634.18 1,268.36
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 2.00 295.88 591.76
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 2.00 657.51 1,315.02
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.54 19,080.00
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 568.43 90,948.80
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 424.20 114,534.00
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 337.24 103,869.92
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 401.93 86,816.88
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 342.54 6,850.80
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 233.31 6,999.30
22 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,179.48 25,897.40
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,338.61 63,386.10
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,164.84 54,989.04
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,715.94 97,773.84
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 288.46 2,884.60
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,898.50 17,695.50
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,293.81 21,994.77
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 206.80 3,515.60
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,146.40 6,878.40
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,878.20 11,512.80
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 761.44 5,330.08
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 889.76 7,118.08
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,006.52 6,013.04
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 960.81 1,921.62
36 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
37 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 114.53 17,442.92
38 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,020.30 24,162.40
39 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,737.15 43,794.40
40 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,685.19 80,555.70
41 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,249.32 13,495.92
FIRST FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 906.07 6,342.49
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,196.31 14,355.72
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,598.25 7,794.75
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,092.42 10,924.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 664.02 3,984.12
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 866.44 2,599.32
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 776.48 15,529.60
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 326.66 6,533.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 317.02 1,902.12
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 336.29 2,017.74
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 587.98 4,703.84
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 640.46 1,280.92
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 751.84 751.84
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 298.81 1,494.05
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 664.02 3,320.10
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.64 19,280.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 574.06 91,849.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 428.40 115,668.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 340.58 104,898.64
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 405.91 87,676.56
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 345.93 6,918.60
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 235.62 7,068.60
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,230.76 26,153.80
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,401.37 64,013.70
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,255.58 55,533.48
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,742.83 98,741.88
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 291.31 2,913.10
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 5,956.90 17,870.70
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,306.62 22,212.54
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 208.84 3,550.28
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,157.75 6,946.50
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,906.69 11,626.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 768.98 5,382.86
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,271.59 13,629.54
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 898.57 7,188.56
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,036.28 6,072.56
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 970.33 1,940.66
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 115.67 17,616.54
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,050.21 24,401.68
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,764.25 44,228.00
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,711.77 81,353.10
SECOND FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 914.95 6,404.65
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,208.04 14,496.48
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,623.72 7,871.16
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53b Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 10.00 1,571.42 15,714.20
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 670.53 4,023.18
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 874.93 2,624.79
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 784.09 15,681.80
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 329.86 6,597.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 320.12 1,920.72
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 339.59 2,037.54
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 593.74 4,749.92
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 646.74 1,293.48
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 759.21 759.21
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 301.74 1,508.70
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 670.53 3,352.65
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.73 19,460.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 579.68 92,748.80
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 432.60 116,802.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 343.92 105,927.36
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 409.89 88,536.24
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 349.32 6,986.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 237.93 7,137.90
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,282.05 26,410.25
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,464.13 64,641.30
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,346.32 56,077.92
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,769.72 99,709.92
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 294.17 2,941.70
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,015.30 18,045.90
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,319.43 22,430.31
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 210.89 3,585.13
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,169.10 7,014.60
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,935.19 11,740.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 776.52 5,435.64
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,293.86 13,763.16
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 907.38 7,259.04
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,066.05 6,132.10
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 979.84 1,959.68
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 116.80 17,788.64
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,080.11 24,640.88
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,791.35 44,661.60
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,738.36 82,150.80
THIRD FLOOR WATER SUPPLY & SANITARY WORKS
1 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.14 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 g. No. 7.00 923.83 6,466.81
2 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55a Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 12.00 1,219.76 14,637.12
3 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.55b Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 3.00 2,649.19 7,947.57
4 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.53a Providing and fixing Angle cock medium with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 10.00 1,113.84 11,138.40
5 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore - Horizontal No. 6.00 677.04 4,062.24
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore - Horizontal No. 3.00 883.43 2,650.29
7 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.15 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. No. 20.00 791.70 15,834.00
8 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.3.2 Providing and fixing brass stop cock of approved quality : 20 mm nominal bore No. 20.00 333.06 6,661.20
9 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.1 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore No. 6.00 323.23 1,939.38
10 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.5.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore No. 6.00 342.89 2,057.34
11 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.1 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore No. 8.00 599.51 4,796.08
12 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.2 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore No. 2.00 653.02 1,306.04
13 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.4.3 Providing and fixing brass full way valve gate with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore No. 1.00 766.58 766.58
14 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.9.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter No. 5.00 304.67 1,523.35
15 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.16 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 No. 5.00 677.04 3,385.20
16 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 2,000.00 9.83 19,660.00
17 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 40 mm nominal dia Pipes m 160.00 585.31 93,649.60
18 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 32 mm nominal dia Pipes m 270.00 436.80 117,936.00
19 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 308.00 347.26 106,956.08
20 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. - 20 mm nominal dia pipes m 216.00 413.87 89,395.92
21 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.36 Cutting holes up to 30x30 cm in walls including making good the same: With common burnt clay F.P.S. (non modular) bricks each 20.00 352.72 7,054.40
22 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.59 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 30.00 240.24 7,207.20
23 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each 5.00 5,333.33 26,666.65
24 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid each 10.00 6,526.88 65,268.80
25 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 6.00 9,437.06 56,622.36
26 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 36.00 2,796.61 100,677.96
27 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. each 10.00 297.02 2,970.20
28 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.22B Providing and fixing CP brass 15 mm nominal dia Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. each 3.00 6,073.70 18,221.10
29 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior Glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 17.00 1,332.24 22,648.08
30 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.39 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 g. each 17.00 212.94 3,619.98
31 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88a Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Economy No. 6.00 1,180.45 7,082.70
32 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.88b Providing and fixing Towel rail 450mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete- class - Premium No. 4.00 2,963.69 11,854.76
33 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92a Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 7.00 784.06 5,488.42
34 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.92b Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 6.00 2,316.13 13,896.78
35 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93a Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Economy No. 8.00 916.19 7,329.52
36 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.93b Providing and fixing Toilet paper holder made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - class - Premium No. 2.00 3,095.82 6,191.64
37 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.33 Providing and fixing 600x120x5 mm Glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 2.00 989.35 1,978.70
38 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 40.00 431.55 17,262.00
39 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 152.30 117.94 17,962.26
40 Vol - 2 -Chapter -9- Flooring 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 8.00 3,110.02 24,880.16
41 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.39 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 150 x 100 mm size P type With Non Modular common burnt clay bricks of designation 3.5 & with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 16.00 2,818.45 45,095.20
42 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.38 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: each 30.00 2,764.94 82,948.20
43 Vol - 2 -Chapter -14- Sanitary and Bath Fittings 14.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm each 8.00 6,134.86 49,078.88
1 Vol - 1 -Chapter -I- Earth Work 1.14.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 91.20 107.10 9,767.52
2 Vol - 1 -Chapter -I- Earth Work 1.15.1 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth m³ 288.80 381.15 110,076.12
3 Vol - 1 -Chapter -I- Earth Work 1.3 Manual Means - Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. m² 152.00 185.85 28,249.20
4 Vol - 1 -Chapter -II- Concrete Works 2.10.a Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade m³ 22.80 4,984.35 113,643.18
5 Vol - 1 -Chapter -II- Concrete Works 2.10.d Ready Mix Concrete (RMC) with Cement & Cementitious Materials. Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC m³0 Grade m³ 81.07 6,529.95 529,383.05
6 Vol - 1 -Chapter -II- Concrete Works 2.11.h Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 12.16 73,236.45 890,555.23
7 Vol - 2 -Chapter -8- Finishing 8.3.1 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. m² 492.95 368.55 181,676.72
8 Vol - 2 -Chapter -8- Finishing 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer- in-Charge. kg 121.61 67.20 8,172.19
9 Vol - 2 -Chapter -11- Steel and Aluminium Work 11.2 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. kg 150.00 113.40 17,010.00
10 Vol - 1-Common SR- Chapter - I- Earth Work 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 166.76 214.20 35,719.99
1 Vol - 1 -Chapter -I- Earth Work SL No-11, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10 percentage Cum 30.48 653.00 19,903.44 NON SR
2 Vol - 1 -Chapter -I- Earth Work SL No-14, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60 Percentage Cum 2.62 3,917.97 10,265.08
3 Vol - 1 -Chapter -I- Earth Work SL No-15, Add-I Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Cum 47.97 3,264.98 156,621.09
1 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 0 to 50 Mtrs m 100.00 388.50 38,850.00
2 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 50 to 100 Mtrs m 100.00 487.20 48,720.00
3 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 100 to 150 Mtrs m 100.00 517.65 51,765.00
4 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) - Borewell depth of 150 to 200 Mtrs m 50.00 600.60 30,030.00
5 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.4 Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. each 2.00 5,552.40 11,104.80
6 Vol - 2 -Chapter -13- Water Supply & Plumbing Work 13.6.3.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore - Horizontal No. 4.00 1,008.00 4,032.00
7 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. m 50.00 2,029.65 101,482.50
8 Vol - 5 -Chapter -12- BOREWELLS AND HAND PUMPS 12.33 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments each 4.00 157.50 630.00
9 Vol - 5 -Chapter -10- PVC PIPE WORKS 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 100.00 431.55 43,155.00
10 Vol - 5 -Chapter -13- SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 13.9.2 Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. - 3.00 HP/2.2KW -15 STG each 1.00 22,606.50 22,606.50
Biodigester and Utility
1 Vol - 5 -Chapter -22- SEWAGE TREATMENT PLANTS 22.2.1 Waste water Treatment by Bio Sewage Treatment Plant (Bio STP) onsite construction [25 KLD and 50 KLD ]: Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant (Bio STP) for black water with all necessary accessories such as pre- filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCC ABD Tank. It includes an internal matrix for enhanced growth of bacteria, rising and falling pipes. For grey water, pre - filter, oil skimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure-2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards. 2. After commissioning of plant necessary testing to be done for the 3. Satisfaction of the Engineer in charge. 4. Design drawing of the system suitable for erection 50 KLD is given in figure for reference. - 25 KLD each 1.00 1,359,750.00 1,359,750.00
2 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.9 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - HDPE Grade PE80-PN6.0,200mm dia m 64.00 1,510.95 96,700.80
3 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.1.13 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - P,L&J HDPE- PE80-PN6.0,315mm dia m 16.00 3,542.70 56,683.20
4 Vol - 1 -Chapter -I- Earth Work 1.19.1 Mechanical Means - Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m m³ 216.00 476.70 102,967.20
5 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.16.3 Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 150 mm dia m 150.00 494.55 74,182.50
6 Vol - 5 -Chapter -4- DUCTILE IRON (DI) PIPES 4.1.3 Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 200mm dia pipe m 20.00 2,704.80 54,096.00
7 Vol - 5 -Chapter -16- SANITARY WORKS 16.15.6 Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5M depth & SFRC cover & frame each 8.00 40,300.05 322,400.40
8 Vol - 1 -Chapter -I- Earth Work 1.11 Manual Means - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. m³ 216.00 454.65 98,204.40
9 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.17.33 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. 63 MM ELECTRO FUSION ELBOW each 10.00 259.35 2,593.50
10 Vol - 5 -Chapter -2- WATER SUPPLY WORKS 2.23.1 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 O rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete - For sluice Valve of PN - 10.0 and 50mm each 5.00 5,811.75 29,058.75
11 Vol - 5 -Chapter -9- HDPE PIPE WORKS 9.11.1 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 100 PN 8.0 - HDPE Grade PE100-PN8.0,63mm dia m 150.00 196.35 29,452.50
Buildings Dismantling
12 Vol - 2 -Chapter -19- Dismantling & Demolition 19.3 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 75.26 2,547.30 191,709.80
13 Vol - 2 -Chapter -19- Dismantling & Demolition 19.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. m³ 75.26 763.35 57,449.72
14 Vol - 2 -Chapter -19- Dismantling & Demolition 19.7.3 Demolishing brick work manually/ by mechanical means including stack- ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. - In cement mortar m³ 1,550.62 1,080.45 1,675,367.38
15 Vol - 2 -Chapter -19- Dismantling & Demolition 19.9.2 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer- in-charge. In cement mortar m³ 16.17 1,768.20 28,591.79
16 Vol - 2 -Chapter -19- Dismantling & Demolition 19.12.1 Dismantling doors, windows and clerestory windows (steel or wood) shut- ter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below m³ 398.83 252.00 100,505.16
17 Vol - 2 -Chapter -19- Dismantling & Demolition 19.14.1 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of sectional area 40 cm² and above m³ 9.22 3,054.45 28,162.03
18 Vol - 2 -Chapter -19- Dismantling & Demolition 19.15.1 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 m : Of sectional area 40 cm² and above m³ 9.22 381.15 3,514.20
19 Vol - 2 -Chapter -19- Dismantling & Demolition 19.18 Dismantling steel work in built up sections in angles, tees, flats and chan- nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. kg 4,046.08 4.20 16,993.54
20 Vol - 2 -Chapter -19- Dismantling & Demolition 19.22.2 Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles above 25 mm and up to 40 mm m² 2,458.43 77.70 191,020.01
21 Vol - 2 -Chapter -19- Dismantling & Demolition 19.3 Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m² 2,083.86 150.15 312,891.58
22 Vol - 2 -Chapter -19- Dismantling & Demolition 19.41.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material to the appropriate disposal area as per direction of Engineer-in-charge.100 mm dia pipe m 120.00 55.65 6,678.00
23 Vol - 3 -Chapter -2- SITE CLEARANCE 2.19 Dismantling of Cement Concrete Pavement - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ref to MoRT&H : IRC - 202 m³ 341.25 591.15 201,729.94
24 Vol - 3 -Chapter -10- MAINTENANCE OF ROADS 10.16 Removing & Resetting - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) m² 544.00 508.20 276,460.80
Electrical 1- Internal electrification
1 item 1.14.4 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line100 x 38 x 2500mm, 2 compartments m 700.00 1,066.00 746,200.00
2 item 1.14.6 Supplyandlayingofunderfloor(concealed)racewaysmanufactured from1.5mmthickcover andbase (includingpartitions formulti compartment raceways), zero spangle pre-galvanized sheet steel with275GSM(36.67microns)coatingmass,coverandbaseMIG welded together. the lengthof raceways shall be2.5meters per lengthwithsingleaccessories actingasduct connector including fasteningclamps andvertical access boxes andwithall required connectedaccessoriescompleteand loadbearingcapacity in line150 x 38 x 2500mm, 2 compartments m 300.00 1,667.00 500,100.00
3 item 1.2.1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick m 8,568.00 66.00 565,488.00
4 item 1.2.2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25 mm dia 2 mm thick m 6,596.00 78.00 514,488.00
5 item 1.3.1 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 3,000.00 68.00 204,000.00
6 item 1.3.2 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary25 mm dia 2 mm thick m 4,300.00 79.00 339,700.00
7 item 1.7.1 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit in brick wall m 210.00 29.00 6,090.00
8 item 1.7.2 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor m 84.00 69.00 5,796.00
9 item 1.8.1 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.20 mm m 15.00 28.00 420.00
10 item 1.8.2 Supplying and fixing of PVC casing and capping on the wall or ceiling using necessary materials like bends, junction box, elbows, screws at an interval of 300 mm as required.25 mm m 20.00 35.00 700.00
11 item 1.9.1 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely20 mm m 21.00 19.00 399.00
12 item 1.9.2 Supplying PVC flexible conduit pipe .... mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely25 mm m 21.00 22.00 462.00
13 item 1.13 Supplying And Fixing Metal Fan Box with Round Hook. No 192.00 117.00 22,464.00
14 item 1.15.1 For (50-100x38mm) duct.Dimensions:172x172x60mm. 10 mmRecess No 100.00 1,736.00 173,600.00
15 item 1.15.2 For (50-200x38mm) duct.Dimensions:272x272x60mm. 10 mmRecess No 60.00 2,551.00 153,060.00
16 item 2.2.1 Short point upto 3Mtr from tapping point to out let via switch box Point 374.00 269.00 100,606.00
17 item 2.2.2 Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box Point 888.00 379.00 336,552.00
18 item 2.2.3 Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box Point 1,261.00 555.00 699,855.00
19 item 2.2.5 Three outlet in a row, above 6Mts upto 10Mtr from tapping point to out let via switches box Point 100.00 989.00 98,900.00
30 item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 600.00 45.00 27,000.00
33 item 3.5.3 4 Module Each 1.00 175.00 175.00
47 item 3.6.1 6A one way switch Each 3,088.00 102.00 314,976.00
48 item 3.6.2 6A Two Way Switch Each 92.00 166.00 15,272.00
49 item 3.6.8 6A Bell Push Each 14.00 177.00 2,478.00
51 item 40608 TV/Telephone Socket Each 241.00 156.00 37,596.00
52 item 40974 RJ45/I.O Outlet Cat-6 Each 275.00 337.00 92,675.00
53 item 3.6.7 16A one way Switch Each 318.00 180.00 57,240.00
55 item 3.6.4 Stepped fan regulator two module Each 192.00 357.00 68,544.00
74 item 2.5.1 4 Way (4+12),double door Each 6.00 7,512.00 45,072.00
75 item 2.5.2 8 Way(4+24),Double door Each 6.00 10,165.00 60,990.00
81 item 5.58.2 ACCL 40 A upto 63 A DG Supply TPN. Each 16.00 18,500.00 296,000.00
82 item 5.59.3 4 module back box Each 10.00 11,186.00 111,860.00
83 item 5.59.9 Four Switch + One Fan+ One Socket with control plate built-in Wireless communication (8 Module Back box) Each 10.00 18,877.00 188,770.00
84 item 5.43 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitablesize clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete cm 585,648.00 0.50 292,824.00
85 item 5.40.1 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips m 24.00 2,465.00 59,160.00
86 item 5.40.2 Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flatframe work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete...250A m 12.00 3,435.00 41,220.00
90 item 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S.angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm m 96.00 395.00 37,920.00
91 item 5.12.7 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 630 A Each 1.00 38,045.00 38,045.00
92 item 5.12.2 Supplying of on load change over switches 4 poles, AC23ADuty, 415V, 50Hz, AC Supply. With all accessories. (SMEnclosure Sheet Metal Execution) 100 A Each 26.00 8,534.00 221,884.00
93 item 5.22 Supplying, fixing and wiring 0 to 600V 96x96mm ACVoltmeter on existing panel/wood board. Each 2.00 452.00 904.00
94 item 5.25 Supplying, fixing and wiring 0 to 100 A Direct Reading ACanalog type AmmeterEach Each 2.00 524.00 1,048.00
95 item 5.27 Supplying, fixing and wiring rotary selector switch suitable forAmmeter Each 2.00 200.00 400.00
96 item 5.28 Supplying, fixing and wiring rotary selector switch suitable forVoltmeter Each 2.00 160.00 320.00
97 item 5.29 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter Each 20.00 1,425.00 28,500.00
98 item 5.33 Supplying of multi function digital meter with three line back lightLCD type display for voltage, Current, frequency, Power, powerfactor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LTnetwork with IP 54 degree of protection and completely wired asrequired with communication Port and Class 0.5s accuracy Each 2.00 9,315.00 18,630.00
99 item 5.34 Supplying, fixing and wiring 50/5 to 400/5A 5VA burden CurrentTransformer Class 0.5 accuracy with Tape Wound. Each 26.00 562.00 14,612.00
100 item 5.38 Supplying and fixing of LED type panel board indicating lampwith required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 60.00 515.00 30,900.00
101 item 6.1 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.-Toilet of ante room. Each 16.00 1,492.00 23,872.00
104 item 6.4.1 48 inch Sweep 5 Star (1200 mm) Each 12.00 4,303.00 51,636.00
108 item 9.5.3 26 AH capacity-20min back up Each 96.00 3,611.00 346,656.00
109 item 11.3.2 LED light fitting 1 x 4' - 20/22 W Each 9.00 690.00 6,210.00
112 item 11.6.1 LED modular down light 1'x1' 18W Each 18.00 3,138.00 56,484.00
113 item 11.6.2 LED modular down light 1'x1' 24W Each 7.00 3,692.00 25,844.00
114 item 11.6.3 LED modular down light 2'X2' 36W Each 74.00 4,553.00 336,922.00
115 item 11.6.5 LED modular down light 1'x4' 34-36W Each 346.00 5,898.00 2,040,708.00
116 item 12.54 Supply, installation, testing & commissioning of Occupancy Sensor Switch:-Surface Mount with movement detector with built-in switch. It will switch off the lights in a room or area when it is vacated and thus save upto 30% of electrical energy The Occuswitch Surface Mount can switch any load upto 6A, Device mounting heights between 2.5 and 3.5 meter, for movement detection covering an area of 4 to 5 square meters (desk work) and 6 to 8 meters for larger movements like walking (at 25 deg Cel ambient). "Functions- Automatic control of lights/electrical load switch ON/OFF automatically when any movement is detected, with adjustable time settings for Switch ON/OFF( 30 seconds to 30 minutes ). Red LED indicator on detection of movement." Smart timer- The smart timer will extend the delay time by the set delay time if movement is detected shortly after switch off, assuming that the area is still in use, but very little movement is made. "Power Supply- Voltage 230 V +/1 0%,. 50/60Hz AC Supply,.. Maximum load 6 A. (1440 VA) any load, .. Maximum wire range 0.75 to 1.5mm2, .. Mains distribution system TN S with Neutral grounded,." Each 20.00 3,200.00 64,000.00
117 item 12.56 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 20.00 3,510.00 70,200.00
118 item 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 20.00 4,256.00 85,120.00
127 item 12.60.1 Using 4ft. Copper bonded rod with backfill compound Kit 8.00 4,528.00 36,224.00
128 item 13.7.1 On wall/ ceiling / Rafter / Girders Each 2,774.00 122.00 338,428.00
129 item 13.7.2 Using necessary length of G.I. chain Each 693.00 263.00 182,259.00
130 item 13.9 Using 2 m long 19mm 18 SWG enamelled braised conduit of two nos. rod pendent with ball socket with check nuts all nickel plated Each 25.00 570.00 14,250.00
131 item 13.1 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 192.00 171.00 32,832.00
132 item 13.12 Extra length of GI pipe of class B 19mm dia for down rod. m 192.00 197.00 37,824.00
133 item 13.13 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame. Each 32.00 707.00 22,624.00
134 item 13.19 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. Each 2,326.00 490.00 1,139,740.00
135 item 18.1.1 cpwd Light EV AC Charger (Mode-3) Power 7 kW, Inputpower supply: 1phase 230 plus 10 percent Volt, output supply:230 Volt AC, Frequency:50 Hz plus or ninus 3percent Operationaltemperature range : -25 to 55 00C (outdoor), -5 to 55 C (Indoor)., RH upto 95percent Charging Device as perIS-17017- 22-1 EV-EVSE Communication: as perrelevant IS Codes, Bluetooth Low Energy, one ChargePoint Plug/ Socket as per IS-60309 and IS-17017-2, Vehicle Inlet/ Connector As per EV manufacturer,suitable for 2 Wheelers and 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 54. MechanicalStrength: protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262.O/L,S/C protection. Insulation Resistance 1 M operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 3.00 23,385.00 70,155.00
136 item 18.1.3 CPWD Parkbay AC Charger (Mode - 3) Power Level 2: NormalPower 11kW/ 22 kW, 3 phase 415VAC(-40% to+20), Frequency:50 Hz +/-5%, output supply: 240Volt AC, Operational temperature range : -25 to 55 C(outdoor), -5 to 55 0C (Indoor), RH upto 95%,Charging Device as per IS-17017-1 EV-EVSE ISO15118 for Smart Charging, Infrastructure Socket asper IS-17017-2-2, Vehicle Connector as per IS-017017-2-2 Vehicle Inlet/ Connector As per EVmanufacturer, suitable for 4 wheelers. Indoor use: atleast IP42; Outdoor use: at least IP 5 4. MechanicalStrength : protection of the external enclosure againstmechanical impact shall be IK08 according to IEC62262. O/L,S/C protection. Insulation Resistance 1 operating current not exceeding 30 mA; SeparateRCD for multiple outputs. Telecommunication port ofthe EV supply equipment according to IS 13252 (Part1): 2010. OCPP(Open charge point protocol) 1.6Jupgradable to ocpp 2.0. Device Should follow 17017series of IS codes in general and the installation of thesystem shall comply with relevant IS Codes. Each 2.00 84,219.00 168,438.00
137 item 25.1.1 CPWD Automatic Power Factor Correction (APFC) SystemSupply, Installation, testing and commissioning ofAutomatic Power Factor Correction (APFC) panel,indoor type floor mounted free standing totallyenclosed, extendable, IP 42, of following capacity for3 phase, 415 V + 10 50 Hz AC System forAmbient temperature -5C to +40C, fabricated incompartmentalised designed made of CRCA sheetsteel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing completewith 9 tank process for powder coated of approvedshade ( RAL 7032-Siemens Gray or as approved byEngineer- in-Charge), having front section (switch gearand control accessories) and rear section capacitorand reactor, front and rear access, having suitablecurrent carrying capacity, extensible TPN Aluminiumalloy bus bar of high conductivity, DMC/SMC bus barsupports, bottom base channel of MS Section,fabrication shall be done in transportable section,entire panel shall have common copper earth bar ofminimum size of 25mm x 5mm with 2 nos. earthstuds, the earth terminals provided on the body ofcapacitor bank shall also be bonded to the maincapacitor panel earth bus with 2 nos. 8 SWG or 6SWG GI earth wires/ equivalent size of copperconductor cable, forced ventilation for maintainingtemperature rise not more than 5C from ambient,interconnections, connections with 14 detuned reactor and heavy duty 525 V ISI marked ImpregnatedMPP(Metalized Polypropylene) Capacitor (IS 13340Part -1 & 2) APFC Panel shall be in compliance withIS :16636 & CPWD Specifications etc. as per below details. (A) IncomersSuitable capacity MCCB Microprocessor base withO/C, S/C, E/L release of TPN 50KA breaking capacity(Ics=Icu), ON, OFF, Trip, R, Y, B - LED IndicatingLamp set along with required Instruments andaccessories with extended rotary handle and doorinterlocking arrangement. Current rating of the184DELHI SCHEDULE OF RATES (E&M)-2025Incomer in ampere shall be APFC Panel rating inKVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications 3-Phase current sensing APFC microprocessorrelay/controller , advance 8/12 stages (8 stages forcapacity below 100 KVAR and 12 stages 100 KVAR &above) with Communication Ethernet/RS485/SNMPport open protocol for BMS integration as perapproved by Engineering in charge and havingdisplay of Phase wise V, A, PF, Cos-Phi, Kw, KVA,KVAR, THD-V , THD-I, harmonics up to 31 level. 3nos of dual core CT's accuracy class 1, 15VA atincomer of PCC Panelfor APFC relay. Auto Manual Selector switch, auxiliary contactorswith timer for delay in manual mode.Digital Multi function meter with LED Display for V,A, PF, KW, KVA, KVAR, THD-V & I, Frequency.Suitable rating control transformer shall be providedfor control and indication circuit. All components like control transformer, meter, relayand indicating lamp shall be protected by usingsuitable rating individual MCB's.Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulatedmulti stranded copper control wire. Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolyticgrade Aluminium bus bar of capacity 1.25 times ofincomer rating as per CPWD specification. Outgoings (APFC Section) Selection of thecapacitors combinations shall be for continuousrating and each capacitor bank shall have suitablecapacity Heavy Duty ISI Marked Capacitor, capacitorduty contactor,the capacitor shall be mounted onchannel with base of perforated M SPowder coatedsheet, connections inter connections etc. and otherfeatures as per CPWD Specifications and relevant ISCode having following: Capacitor bank ratings & stages shall be as per thetechnical specifications sheet of NIT. Capacitor will be MPP self healing type withdischarge resistor,pressure release mechanism. Since Capacitor Voltage is 525 Volts, thus higherKVAR has to be considered to get rated output at 415Volts. 50 KVAR185DELHI SCHEDULE OF RATES (E&M)-2025(iv) 14 Detuned Reactor of class H insulation &150 linearity in se Each 2.00 219,906.00 439,812.00
Electrical 2- Column and dome electrification
141 Item 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.05…16sqmmX4c Km 0.10 141,842.00 14,184.20
142 Item 32.07 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 …32.06…Item No.32.07…25sqmmX3.5c m 0.15 121,417.00 18,212.55
148 Item 2.5.1 4 Way (4 and 12),double door Each 2.00 7,512.00 15,024.00
151 Item 40787 LED Floodlight 70W Each 20.00 6,768.00 135,360.00
152 Item 4.1.1 100mm width x 50mm depthx1.6mm thickness m 400.00 543.00 217,200.00
153 Item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 100.00 53.10 5,310.00
Electrical 3 - LV Works
154 Item 3.6.11 TV/Telephone Socket Each 241.00 156.00 37,596.00
155 Item 3.6.12 RJ45/I.O Outlet Cat-6 - Data/CCTV Each 275.00 337.00 92,675.00
158 Item 6 Supplying and drawing UTP-CAT 6E LAN cable.-Data/CCTV m 29,000.00 38.00 1,102,000.00
167 Item 8.12.1 48 Port 10/100 patch panel Each 2.00 14,120.00 28,240.00
168 Item 8.12.2 24 Port 101100 patch panel Each 14.00 4,100.00 57,400.00
169 Item 8.12.3 16 Port 10/100 patch panel Each 6.00 3,050.00 18,300.00
179 8.2.8 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.50pair m 96.00 406.00 38,976.00
180 40.1.1 2 MP IP IR Dome Camera 40.1 Supplying Installation Testing and Commissioning of 2 MP IP IR Dome Camera Each 80.00 8,048.00 643,840.00
181 40.6 40.6 Supplying Installation Testing and Commissioning of 5MP/6 MP IP IR Bullet Camera having following specifications, type of lens and features Each 28.00 12,525.00 350,700.00
182 40.9.3 Supplying Installation Testing and Commissioning of PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features etc :- PTZ (Pan,Tilt and Zoom) IP IR Camera having following spcifications and features Each 2.00 107,974.00 215,948.00
183 40.11.2 Supplying Installation Testing and Commissioning of following Channel Network Video Recorder (NVR) with camera licenses to record for all channels having specifications and features etc as mentioned Each 6.00 82,600.00 495,600.00
184 40.12 40.12 Supplying, Installation, Testing and Commissioning following capacity Serveillance grade Hard Disk with upto 256MB/s Transfer Rate, 256 MB Cache, 7200 RPM Disk Speed, 3.5 inch form factor, SATA Interface, BSMI, ICES-003/NNB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL Certifications8TB (Terabytes) Each 6.00 20,119.00 120,714.00
Electrical 4 - Lightning Mast
185 9.3.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long GI tube having prong at the top with 85mm dia 6 mm thick base plate including holes etc. complete as required..CPWD…CH-6-6.2 Each 21.00 518.00 10,878.00
186 9.3.2 Jointing copper / GI tape by rieting/nut bolting/sweating and soldering etc. as required..CPWD…CH-6-6.3 Each 21.00 113.00 2,373.00
187 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts...Item No.12.57 No 63.00 4,256.00 268,128.00
Electrical 5 - Telephone and CCTV
189 MR-1 Supplying , installing, testing & commissioning approved type Push button telephone instrument desk top/walll mount with caller ID unit as per specification.Panasonic or equivalent Job 200.00 820.00 164,000.00
190 MR-2 Supplying, erecting & commissioning 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 52.00 700.00 36,400.00
191 MR-3 Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW Jantech or equivalent Each 40.00 850.00 34,000.00
192 MR-4 Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW Jantech or equivalent Each 48.00 2,200.00 105,600.00
193 MR-5 Supply, Installation, Testing and Commissioning of 42" LED, Full HD TV monitor for Live View and Replay of Recorded View. LED shall support H.264/265 resolution. 2HDMI port enable, VGA port, headphone jack and USB enabled operating temperature -20 +400C Complete with all mounting accessories required for completion. The price shall be including HDMI cable for connection between NVR to CCTV screen. As per Standard technical Specification and as per the directions Engineer incharge of work. Approved Makes: Samsurng,Sony or equivalent. Each 4.00 67,000.00 268,000.00
194 MR-6 Supply, installation, testing and commissioning of Network Keypad controller with Joystick for controlling PTZ cameras with built in 7" TFT Screen, As per Standard technical Specification and as per the directions of Engineer incharge of work Honeywell, Hsility or equivalent. Each 2.00 52,000.00 104,000.00
195 MR-7 |Supply, Installation, Testing and Commissioning of CCTV Workstation PC: Intel(R) Core (TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1X8GB) Non-ECC DDR3 1600MHz; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: HP / DELL / IBM /LENOVO or equivalent. Each 1.00 130,000.00 130,000.00
196 MR-8 Supply, installation, testing and commissioning of Professional grade Network attached failover Server, Server shall have a recording throughput of 100/1000 Mbps connected directly to NVR/L3 Switch recording in real time audio and video and data applications. The hardware shall eliminate single point of failure of video recording, including redundant fans, redundant power supplies and RAID 6 storage to optimize reliability. The software features shall support unlimited cameras per NAS box and shall have features like load balancing, N+N failover over network pool to ensure continued recording in case of catastrophic failure. Each storage NAS shall have a storage capacity of 24 TB recording at 30FPS at 1920x1080p compression with HDMI resolution for 30 days. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 450,000.00 450,000.00
197 MR-9 Supplying and fixing 12 ports light guide unloaded interconnect unit, rack mounted type, with adapter panel for termination of optical fibre cables in provided U rack complete. Each 1.00 4,850.00 4,850.00
198 MR-10 Supplying and installing armoured single mode optical fibre cable 12 fiber, core dia 50/125micro meter. (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete m 300.00 112.00 33,600.00
199 MR-11 Supplying and erecting LSZH armoured multimode optical fibre cable with 12 fibres, with core dia 50/125 micrometer (OM3), suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC m 50.00 278.00 13,900.00
200 MR-12 Supply, Installation, Testing and Commissioning of 6 port loaded LIU with LC adaptor plates, pigtel cables etc complete as required. As per Standard technical Specification and as per the directions of Engineer incharge of work. Approved Makes: Belden /Siemon /Panduit /Derwiser/ Rit. Each 2.00 17,000.00 34,000.00
201 MR-13 Supply, Installation, Testing and Commissioning of 24 port loaded LIU for with LC adaptor plates, pigtel cables for core switch to access switch connectivity over fiber. Each 1.00 28,500.00 28,500.00
202 MR-14 Supply, Installation, Testing and Commissioning of LC-LC single mode fiber patch cord for LIU to switch connectivity. Each 24.00 2,400.00 57,600.00
203 MR-15 Supply, installation, testing and commissioning of optical fiber multi/single mode Line interface unit, Din rail mounting, support 6/8core 9/125um, OS2 fiber cable with media convert module Complete with all mounting accessories required for completion. As per Standard technical Specification and as per the directions of Engineer incharge of work. Each 1.00 17,000.00 17,000.00
204 MR-16 Supplying, installing and jointing of MS/GI/PVC conduits on surface or concealed complete with MS junction boxes, cover plates, MS bends, MS flexlble condult, GI saddles, base and other accessorles all made in MS with GI screws as required to complete the job. Exposed conducting shall be painted with red enamel paint for identification. As per Standard technical Specification and as per the directions of Engineer incharge of work. 25 mm MS Conduit . Each 354.00 200.00 70,800.00
205 MR-17 Supplying, fixing, and configuring 10G Base-SR (SFP+) simplex MM transceiver erected in provided rack complete. Each 1.00 29,027.00 29,027.00
206 MR-18 Supplying, installing and testing UTP connector (RJ-45)-for CCTV Each 393.00 79.00 31,047.00
207 MR-19 Supplying and fixing SC/LC type multimode pigtails (OM3) for LIU to terminate OFC in LIU Each 24.00 826.00 19,824.00
208 MR-20 Supplying, installing and activating physical license pack software for multiple access point with management, configuration and trouble shooting for all access point in network complete. Each 1.00 97,337.00 97,337.00
209 MR-21 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. Mtr 80.00 733.00 58,640.00
Electrical 6 - Lifts
210 item 14.4.4 Rated capacity - 13 Passenger/680Kg - Item No.14.4.4 - 6stops Job 5.00 1,970,562.93 9,852,814.65
211 item Sr.32.Item No.32.05.CSR-23-24 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.05…CSR-23-24 Km 0.60 139,549.00 83,729.40
212 item Sr.32.Item No.32.07.CSR-23-24 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)…Sr.32...Item No.32.07…CSR-23-24 Km 0.24 141,842.00 34,042.08
213 item Sr.32.Item No.32.01.CSR-23-24 6 Sqmm, 2 Core, (24 GI Wire - 1.4 mm)…Sr.32...Item No.32.01…CSR-23-24 Km 0.70 63,406.00 44,384.20
215 item 3.6.1 6A One Way Switch Each 48.00 102.00 4,896.00
216 item 3.6.7 16A One Way Switch Each 48.00 180.00 8,640.00
217 item 40243 6/16A Universal Socket Each 48.00 236.00 11,328.00
218 item 40664 LED square or round down light 5-6W Each 48.00 571.00 27,408.00
219 item 41456 On wall/ ceiling / Rafter / Girders Each 48.00 122.00 5,856.00
230 item 12.60.1 Using 4ft. Copper bonded rod with backfill compound Kit 32.00 4,528.00 144,896.00
232 item 7.8.1 Upto 35sqmm clamped with 1mm thick saddle m 50.00 45.00 2,250.00
Special ornamental finish Work for RCC columns
233 7.38.1.2, CPWD Vol-1, Pg -136 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble Sqm 1,371.31 2,904.77 3,983,340.15
234 8.20.1, CPWD Vol-1, Pg -142 Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30 mm thick gang saw cut Sqm 317.60 3,047.78 967,974.93
Electrical for Borewell
235 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.(24/5.2). Upto 12.5 HP (5.2.1) Each 2.00 7,455.00 14,910.00
236 2.6.4 Supplying and drawing 3 core flat sheathead submergible pump cable manufactured with electronic grade copper with flexible copper with low resistance conducter confirming to table 3 class of 5 IS 8130-1984 and virgin grade PVC insulation and powder coating extruted PVC sheathead suitable for working voltage up to 1100 Volts as per IS 694-1990 & Confirming to GTP 3C X 6.0Sq.mm (7/2.6.4) Mtr 600.00 413.00 247,800.00
237 32.07 supplying of 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed galvanized steel strip (except 2Cx10 sqmm wire armoured ) confirming to IS- 3975 : 1990 ( No. of strip indicated in GTP and extruded PVC outer shethed armoured cable with specified IS-1554 Part-1: 1988 & confirming to G.T.P 3.5 core 25 sqmm (40/6.4.5) Km 0.12 139,549.00 16,745.88
238 21.05 Labour charges for laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe stone ware pipe /on wall /on pole as required (69/5) in existing trench duct 25 sqmm to 75 sqmm (41/6.5.2) Km 0.12 20,886.00 2,506.32
239 1.19.1 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata. Cum 162.00 454.00 73,548.00
240 1.10. Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 162.00 160.00 25,920.00
241 5.3 Supplyingandfixingsinglephasepreventerusingnecessarywiresover an existing panel board suitable for motor upto 20 HP capacities. Each 6.00 904.00 5,424.00
242 5.37 Supplying,fixingandwiringheavydutylowvoltagecapacitorsconformingtoIS2834.3phase,400/440Vgrade,forpowerfactorimprovement of rotating machineries like induction motor. Kvar 10.00 480.00 4,800.00
243 5.7.2 Supplying&fixingofPorcelainfusechannelwithcutoutonexisting wooden/panel using necessary nuts, bolts and washers. Each 2.00 241.00 482.00
244 10.1.4 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete50mm OD Mtr 200.00 101.00 20,200.00
245 5.6.6 supply and fixing polished wood board made of not less than 15mm thick plank on both side not more than 2pieces and fixing same to the wall using tapered inverted wooden plugs screws20"x20"x2.5" (24/5.6.6) Each 2.00 326.13 652.26
247 51.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified Nos 4.00 2,172.00 8,688.00
9 BASEMENT FLOOR WATER SUPPLY & SANITARY WORKS 715,046.70
10 STILT FLOOR WATER SUPPLY & SANITARY WORKS 853,787.13
11 GROUND FLOOR WATER SUPPLY & SANITARY WORKS 1,031,833.90
12 FIRST FLOOR WATER SUPPLY & SANITARY WORKS 1,045,532.25
13 SECOND FLOOR WATER SUPPLY & SANITARY WORKS 1,060,285.71
14 THIRD FLOOR WATER SUPPLY & SANITARY WORKS 1,114,775.15
15 Sump tank 2,111,042.81
16 Borewell 352,375.80
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