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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.4 Craccepted-finance | ₹7.4 Cr | accepted-finance |
Tender Value
₹7.0 Cr
EMD Value
₹10.5 L
Closing Date
12 Feb 2026, 10:00 pmClosed
Public Works Department
Construction of Press Office Building of Information and Public Relations Department in Belagavi District under HOA 4059 Dept Builds for 2025-26.
258740
PWD/2025-26/BD/WORK_INDENT30788
Open
Buildings
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 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25 Satisfactorily completed, as prime contractor, at least one similar nature of work such as Construction of Building Work of value not less than Rs.350.74 Lakhs.
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25 executed the following minimum quantities of work Earthwork in excavation /Filling 5909.00 Cum, Concrete Work(PCC/RCC/CC) 1291.00 Cum, BBM/SSM/AAC Blocks/Similar Masonry work 500.00 Cum, Cement Mortar Plastering work 7375.00 Sqm, Laying of Tiles (including flooring/skirting/ dadoing) 2142.00 Sqm, Steel Reinforcement 112.81 Tonne.
The tenderer should be a KPWD registered Class-I and Above Contractor
Availability by owning at least 50 percent of the required /specified key and critical equipment for this work and b) the remaining 50 percent can be deployed on lease / hire basis for all works provided, the relevant documents (commitment agreements etc.,) for availability for this work are to be furnished.. Excavator (Hydraulic Excavator/Backhoe Loader) -Hired 2 Nos., Tipper - Own 2 No., -Hired 2 No., Self Loading Concrete Mixer with Weigh Batch/Mechanical concrete mixer with hopper Own 1 Nos., - Hired 1 Nos., Steel Centering & Shuttering Materials Own 320 sqm., - Hired 320 sqm., Water Tanker - own-2 Nos Hired 2 Nos. & Building Hoist/Tower crane /Construction Elevator -Hired 2 Nos.
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 2025-26 price level) taking into account the completed as well as works in progress. 0.92 Year where B equal to Value, at 2025-26 price level, of existing commitments and on-going works to be completed during the next 0.92 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.191.31 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., 2020-21, 2021-22, 2022-23, 2023-24 and 2024-25 Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) of Rs.1402.96 Lakhs.
The EMD of Rs. 10,52,300.00 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.9,52,300.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids.
Information in Format 10
₹5,000
₹10.5 L
12 Feb 2026
26 Jan 2026
13 Feb 2026
4 Feb 2026
3 Feb 2026
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
Detailed Project Report
PROPOSED PATRIKA BHAVAN AT BELAGAVI
BELAGAVI DIVISION
BELAGAVI SUB DIVISION
ESTIMATED COST : Rs. 990.00 Lakh
TECHNICAL CONSULTANTS
NIRMATRU ENGINEERING SERVICES
Dharwad, Belagavi, Vijayapura
BELAGAVI SUB DIVISION
BELAGAVI DIVISION
BELAGAVI SUB DIVISION, BELAGAVI DIVISION
PROPOSED PATRIKA BHAVAN AT BELAGAVI
Sl. No Particulars
3 General Report on Estimate
4 Design Basis Report
5 Abstract of Estimates
6 Ground floor Estimate (Stilt Works)
7 Water supply & Sanitary Estimate- Stilt Floor
8 Ground floor Estimate (Civil Works)
9 Water supply & Sanitary Estimate- Ground Floor
10 First floor Estimate (Civil Works)
11 Water supply & Sanitary Estimate- First Floor
12 Second floor Estimate (Civil Works)
13 Water supply & Sanitary Estimate- Second Floor
14 Terrace floor Estimate (Civil Works) Estimate
15 Road Estimate Road Estimate
16 RCC Drain Estimate RCC Drain Estimate
17 Box Culvert Estimate Box Culvert Estimate
18 Compound wall Estimate Compound wall Estimate
19 Sump Tank Estimate Sump Tank Estimate
20 Septic Tank Estimate Septic Tank Estimate
21 Bore Well Estimate Bore Well Estimate
22 RO Water Units Estimate RO Water Units Estimate
23 Rain Water Harvesting System Estimate Rain Water Harvesting System Estimate
24 Rain Water Harvesting Sump Estimate Rain Water Harvesting Sump Estimate
25 Tree Plantation Estimate Tree Plantation Estimate
26 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
#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
(PARAGRAPH 130 (a) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE)
ESTIMATE FACE SHEET
Sub-Division :-
Sanctioned Estimate No:
Service Head :-
Departmental Head :-
The estimate is prepared with the Office of the Assistant Executive Engineer , PWD Subdivision Belagavi , and for the office of the, BELAGAVI SUB DIVISION, .
PROPOSED PATRIKA BHAVAN AT BELAGAVI
Administrative Approved under :-
Technically Sanctioned under :-
Estimate prepared by :- Prasanna Hannur
& checked by :- Shashikant J Kolekar
Assistant Executive Engineer
Section Officer
Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
PROPOSED PATRIKA BHAVAN AT BELAGAVI
(As per para 133 of K.P.W.D)
Cerified that I shri Shashikant J Kolekar Assistant Executive Engineer , PWD Subdivision Belagavi has 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.
Assistant Engineer Assistant Executive Engineer
PWD Subdivision 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 Subdivision Belagavi PWD Division Belagavi
PROPOSED PATRIKA BHAVAN AT BELAGAVI
1.0 Introduction
There of requirement for PROPOSED PATRIKA BHAVAN AT BELAGAVI and this project planning is prepared by chief architect, PWD Karnataka. It is designed, accordingly as per the user requirement DPR is prepared, Patrika Bhavan is being constructed near vishweshwaraya Nagar Belagavi, 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.
Executive Engineer PWD Belagavi Division is implementing the project
2.0 Architectural Plan
The proposed building construction plan is 31.52m along East-West and 24.4m along North-south. (Curved Car entries at North-East). The building is facing North. The ground is sloping from South-West to North-East.
The proposed PATRIKA BHAVAN is Architecturally planned & designed as per the requirement of beneficiaries. The planning is done by the chief Architect, GOK, Bangalore. With Stilt+GF+2 floors, Plan mainly consists of Car Parking, office, officer’s cabin, Auditorium, Meeting Hall, 3 Rooms, 2 Dormitories. Each floor has Gents & Ladies Toilet, Lift, Electrical Room and StrairCase. In Stilt Floor : Entrance Pial, Entrance Lobby, Driver’s Toilets Lift Room, Electrical Room, StrairCase and 20 Nos of Car Parking are proposed. Ground Floor : Office, Officer cabin with attach toilet, Lobby, Auditorium’s Stage sitting area and Gents & Ladies Toilet, Lift, Electrical Room, StrairCase are provided the in plan. First Floor : Meeting Room, Corridor, Pantry and Auditorium’s Stage sitting area and Gents & Ladies Toilet, Lift, Electrical Room, StrairCase are provided in the plan. second Floor : Longue Area, 3 room with attach Toilet & Dress facilities, 2 Dormitories and Gents & Ladies Toilet, Lift, Electrical Room, StrairCase are provided in the plan. Terrace Floor-1-B : StairCase Head Room. 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.
3.0 Structural Design :
The building are designed for G+3 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 2023-24 (continued for 2025-26). As pe the issue rates, The provisions in the estimate are : -
1) Lowering and Levelling of Site area considered. 1
2) Earth work excavation in all kind of soil for Top Soil and Soft Rock without blasting for a total depth of 1.2m. 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. Similarly between Compound wall columns also. 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 M25 concrete 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. 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 18 mm thick plaster in 1:5 cm for exterior surfaces. 12
13) Providing 12 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 are Flush door shutters is considered. 15
16) PVC door frames and PVC shutters are provisioned for WCs, Attached Toilets and disabled toilets. 16
17) 3-track x 2-panel uPVC Windows and louvered Ventilators frame frame and glazed shutter are considered for openings. 17
18) MS frame with MS shutter door are considerd at the entrance Lobby of Building. 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 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
Estimates are prepared as per the PWD Common Engineering SoR 2022-23 (continued for 2024-25) for Karnataka with adequate Area specific loading and issue rates as and if applicable for the PROPOSED PATRIKA BHAVAN AT BELAGAVI Estimated Cost for the Proposed projects is Rs - 990 Lakhs 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
Estimated Cost for the Proposed projects is Rs - 990 Lakhs
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
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
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SUMMARY - ABSTRACT - A B S T R A C T
SN Description Area in m2 Amount - Rs Cost/sqft
I Estimate for Civil works Eproc Diff Rate/sqft
Sub Total Building 2222 48,605,973 2032.8
9 Rain Water Harvesting Sump 388,756 392,427.00 -3,671
Cost of Civil WORKS -A 54,918,775
II Estimate for water supply and Sanitation WSS SAN
Sub Total -B 1,380,802 58
III Electrical Works
III Infrastructure Works
15 Rain Water Harvesting System 491,614 491,613.00 1
16 RO Water Units 138,600 138,600.00 0
17 Tree Plantation 184,461 184,461.00 0
Sub Total -D 6,334,948
GRAND TOTAL (Including GST) 82,789,834 3462 82,774,836.03 82,774,836.03
VI Lump Sum Provisions
Quality Assurance (QAP) - 1% 827,898.3 1.00% 827,748.4
Plantation/Deposits, Miscellaneous & Contigency - 5% 4,139,491.7 5.00% 4,138,741.8
Grand Total in Lakh 990.0 1.40
Schedule of Rates Adopted is PWD Common SOR Karnataka 2023-2024 (Continued for 2024-25), with 5% area Weightage is considered.
Assistant Engineer Assistant Executive Engineer
PWD Subdivision Belagavi
Executive Engineer Superitending Engineer
PWD Division Belagavi
19 HESCOM Deposit and supervision Charges 350,000
III Estimate For Infrastructure Works
6 Compound Wall #REF! #REF!
7 Precast Compound wall #REF! #REF!
8 Road Work #REF! #REF!
9 Drain - Both Sides #REF! #REF!
10 Box Culvert #REF! #REF!
11 Sump Tank 2 Nos 943,732
0 Septic Tank 300 ppl 0
12 Bio Digester 50 KLD 1 No 3,515,241
13 Borewell 2 Nos 774,701
14 RO Drinking water Unit - 150 LPH Each Floor 138,600
15 Rain Water Harvesting System and Ground Recharge + Storage Sump (30,00 ltrs) 880,369
16 Dismantling Existing Building 11,167,329
17 Special Ornamental Finish Work for RCC Columns #REF!
18 Tree Plantation 184,461
Sub Total -C #REF!
17 Furniture 30,000,000
V Fire Fighting Works
17 Fire Detection and Alram System - Intelligent and Addressable
18 Public Addressting and Music System (30 Zones)
19 Hydrant System (Internal + External)
20 Sprinkler (Internal)
21 Fire Extinguishers
Sub Total -E 90,000,000 3764
19 LandScaping Work 5,000,000
20 Architectural Stone Balustrates, Railings and Carvings 80,000,000
21 Removable Partitions 5,000,000
Estimate for Ground Floor (Civil Works)
MEASUREMENTS & ABSTRACT OF GROUND FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate (Rs) Amount
0 1.12 #REF! #REF!
0.00 #REF! #REF! #REF!
1 1.14.1 #REF! #REF!
Excavation in all kinds of Soil
Excavation for Curtain Wall at periphery 1 2.40 0.60 0.90 1.30 12.75
Excavation for Curtain Wall at OTS 0 6.60 0.45 0.90 0.00
Less for Periphery Confining Wall
Entrance Steps 1 1.50 6.60 0.90 8.91
Left Side steps 1 1.50 1.20 0.90 1.62
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.90 0.00
Excavation for wall 1 6.50 1.00 0.90 5.85
Standing Platform
Excavation for wall 1 3.00 1.00 0.60 1.80
267.09 #REF! #REF! #REF!
0 1.15.1 #REF! #REF!
Excavation in Ordinary/Soft Rock 0.00
Entrance Steps 1 1.50 6.60 0.00 0.00
Left Side steps 1 1.50 1.20 0.00 0.00
For Any Other 0.00
Tank For Washing 0 2.85 0.75 0.90 0.00
255.48 #REF! #REF! #REF!
0 1.3 #REF! #REF!
Excavation for Curtain Wall at periphery 1 2.40 0.60 0.00
Excavation for Curtain Wall at OTS 0 6.60 0.45 0.00
Entrance Steps 1 1.50 6.60 0.00
Left Side steps 1 1.50 1.20 0.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00
2 4.1 #REF! #REF!
Anti Termite treament 1 625 1.00 625.00
Plinth Area + Portico = 625 Sqm. 625.00 #REF! #REF! #REF!
0 6.4 #REF! #REF!
Boulder/Sand filling 0.00
Entrance Steps 1 1.50 6.60 0.00 0.00
Left Side steps 1 1.50 1.20 0.00 0.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00 0.00
0.00 #REF! #REF! #REF!
3 2.1.3 #REF! #REF!
P C C in Foundation
Lift Pit Raft 1 2.40 2.10 0.15 0.76
Lift Pit Wall 1 6.60 0.00 0.15 0.00
Around Periphery 1 33.68 0.53 0.15 2.68
STEPS Less for Periphery Confining Wall
Standing Platform
PCC for Below SSM 1 3.00 1.00 0.10 0.30
Below Room Flooring 0.00 0 0.30 0.60 0.15 0.00
Lactation Room 1 1.19 1.20 0.10 0.14
Women Rest Room Passage 1 2.49 1.49 0.10 0.37
Women's WashBasin 1 1.83 2.15 0.10 0.39
Specially Abled Rest Room 1 1.83 1.85 0.10 0.34
Entrance Corridor 1 1.50 5.70 0.10 0.86
Lift Provision 1 1.50 1.80 0.10 0.27
Stair Case Room 1 4.43 3.00 0.10 1.33
Infront of Stair Case Room 1 1.62 2.15 0.10 0.35
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
52.41 #REF! #REF! #REF!
4 2.2.3 #REF! #REF!
R C C For Footing
Footing Pedastal 0.00
109.88 #REF! #REF! #REF!
5 SL No-1, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Footings
For SL No- 4 Concrete Cost
#REF! #REF! 109.88 #REF! #REF! #REF!
6 2.3.2 #REF! #REF!
A) R C C Column due to level difference of Ground 0.00
B) M25 R C C Column From Footings to G L
C) M25 R C C Column From G L To P L
#REF! #REF! #REF! #REF!
7 SL No-9, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Columns
For SL No- 6 Concrete Cost
#REF! #REF! #REF! #REF! #REF! #REF!
2.3.2 #REF! R C C for GB/RC Walls
A) R C C for RC WALL
Lift Pit Raft 1 2.40 2.10 0.35 1.76
Lift Pit Wall 1 6.60 0.23 1.80 2.73
Around Periphery 1 33.68 0.23 1.50 11.62
Add for Confining Wall above footing
Sub total : Ground Beam 37.70 #REF! #REF!
8 SL No-11, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Earth Retaining Structures
For RC Walll Concrete Cost
#REF! #REF! 37.70 #REF! #REF! #REF!
2.3.2 #REF! R C C for Plinth Beams
B) R C C for Plinth Beam
Men's WashBasin & Passage:BG3 1 6.05 0.23 0.60 0.83
Infront of WC1:BG4 1 1.36 0.23 0.30 0.09
WC1 & Men's Urinals :BG2 1 4.30 0.23 0.45 0.45
Lactation Room:BG4 1 1.19 0.23 0.30 0.08
Women Rest Room Passage:BG1 0 2.49 0.23 0.38 0.00
Women's WashBasin:BG1 0 1.83 0.23 0.38 0.00
Specially Abled Rest Room:BG1 1 1.83 0.23 0.38 0.16
Entrance Corridor:BG1 1 1.50 0.23 0.38 0.13
Lift Provision:BG1 1 1.50 0.23 0.38 0.13
Stair Case Room:BG2 1 4.43 0.23 0.45 0.46
Stair Case Room & Infront of Lift:BG2 1 6.05 0.23 0.45 0.63
WC1 (Mens) & Infront of WC1:BG2 1 4.98 0.23 0.45 0.52
Men's Urinals & WashBasin:BG1 1 2.42 0.23 0.38 0.21
Lactation Room:BG1 0 1.20 0.23 0.38 0.00
Women Rest Room Passage:BG2 1 5.37 0.23 0.45 0.56
Women's WashBasin:BG1 1 4.45 0.23 0.38 0.39
Specially Abled Rest Room:BG2 1 3.54 0.23 0.45 0.37
Entrance Corridor:BG2 1 5.70 0.23 0.45 0.59
Lift Provision:BG1 2 1.80 0.23 0.38 0.31
Stair Case Room:BG1 2 3.00 0.23 0.38 0.52
Infront of Stair Case Room:BG1 0 2.15 0.23 0.38 0.00
Sub total : plinth Beam 6.91 #REF! #REF! #REF!
9 SL No-2, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Plinth Beam
For Plinth Beams Concrete Cost
#REF! #REF! 6.91 #REF! #REF! #REF!
10 5.1.1 #REF! #REF!
Rubble stone masonary for below GL
Stone Masonry - 1st Step (Below GL) 0.00
Standing Platform
Entrance Steps 1 1.50 6.60 0.60 5.94
Left Side steps 1 1.50 1.20 0.60 1.08
Washing Platform 0.00
10.70 #REF! #REF! #REF!
0 5.4 #REF! #REF!
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
0.00 #REF! #REF! #REF!
11 1.11 #REF! #REF!
Filling available earth
TOTAL EXCAVATION OF HARD SOIL 267.09
%AGE EARTH SUITABLE FOR REFILLING 75% 201.00
TOTAL EXCAVATION OF ALL KIND OF EARTH 522.57
Boulder Soling 0.00
Footing Quantity -109.88
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 = 0.6 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: 523 + Plinth Filling: 0 - Quantities filled by items :-109.88 = 413 Cum
Filling Available Earth 201.00 #REF! #REF! #REF!
12 1.8 #REF! #REF!
Total Filling = Total Excavation: 523+Plinth Filling: 0- Quantities filled by items : -109.88 = 413 Cum
Available Earth already used for filling - From Previous Item : 201 Cum 201.00
So Soil to be brought from outside = Total filling : 413- Available : 201 212.00
Depth of Extra Filling due to unevenness of ground 1 0.00 0.10 0.00
Murrum for RAMP Filling 1 6.50 1.20 0.30 2.34
Standing Platform
So Earth to be brought from outside 215.64 #REF! #REF! #REF!
0 6.5 #REF! #REF!
BBM Above GL and Upto Plinth Level 0.00
Lift Pit Raft 0 2.40 0.23 0.37 0.00
Lift Pit Wall 0 6.60 0.23 0.37 0.00
Around Periphery 0 33.68 0.23 0.37 0.00
0.00 #REF! #REF! #REF!
13 2.4.2 #REF! #REF!
Coping over Stone Masonry 0.00
Coping over SSM - RAMP 1 6.50 0.60 0.075 0.29
Coping for RAMP way 1 6.50 1.20 0.10 0.78
Standing Platform
Coping Over BBM 1 3.00 1.20 0.10 0.36
Coping over parapet wall (Terrace) 0.00
Entrance Steps 1 1.50 6.60 0.075 0.74
Left Side steps 1 1.50 1.20 0.075 0.14
Flagging concrete
5.34 #REF! #REF! #REF!
14 SL No-11, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Earth Retaining Structures
For SL No- 13 Concrete Cost
#REF! #REF! 5.34 #REF! #REF! #REF!
15 2.5.2 #REF! #REF!
Sill for for 23 cm Brick masonry wall
Men's Urinals & WashBasin 1 4.43 0.115 0.075 0.04
Lactation Room 1 1.19 0.115 0.075 0.01
Women Rest Room Passage 0 2.49 0.230 0.075 0.00
Women's WashBasin 0 1.83 0.115 0.075 0.00
Specially Abled Rest Room 1 1.83 0.115 0.075 0.02
Entrance Corridor 0 1.50 0.230 0.075 0.00
Lift Provision 2 1.50 0.230 0.075 0.05
Stair Case Room 1 4.43 0.230 0.075 0.08
Infront of Stair Case Room 1 6.05 0.230 0.075 0.10
Men's Urinals & WashBasin 2 2.42 0.115 0.075 0.04
Lactation Room 1 1.20 0.230 0.075 0.02
Women Rest Room Passage 1 4.12 0.230 0.075 0.07
Women's WashBasin 1 2.15 0.115 0.075 0.02
Specially Abled Rest Room 2 1.85 0.115 0.075 0.03
Entrance Corridor 1 5.70 0.230 0.075 0.10
Lift Provision 2 1.80 0.230 0.075 0.06
Stair Case Room 2 3.00 0.230 0.075 0.10
Infront of Stair Case Room 0 2.15 0.230 0.075 0.00
Gents Toilet - WCs 5 1.20 0.115 0.075 0.05
R C C Lintel Beam
WC1 (Mens) & Passage 1 6.05 0.23 0.15 0.21
Infront of WC1 1 1.36 0.12 0.15 0.02
Men's Urinals & WashBasin 1 4.43 0.12 0.15 0.08
Lactation Room 1 1.19 0.12 0.15 0.02
Women Rest Room Passage 0 2.49 0.23 0.15 0.00
Women's WashBasin 0 1.83 0.12 0.15 0.00
Specially Abled Rest Room 1 1.83 0.12 0.15 0.03
Entrance Corridor 0 1.50 0.23 0.15 0.00
Lift Provision 2 1.50 0.23 0.15 0.10
Stair Case Room 1 4.43 0.23 0.15 0.15
Infront of Stair Case Room 1 6.05 0.23 0.15 0.21
Infront of WC1 1 2.42 0.20 0.15 0.07
Men's Urinals & WashBasin 2 2.42 0.12 0.15 0.08
Lactation Room 1 1.20 0.20 0.15 0.04
Women Rest Room Passage 1 4.12 0.20 0.15 0.12
Women's WashBasin 1 2.15 0.12 0.15 0.04
Specially Abled Rest Room 2 1.85 0.12 0.15 0.06
Entrance Corridor 1 5.70 0.20 0.15 0.17
Lift Provision 2 1.80 0.20 0.15 0.11
Stair Case Room 2 3.00 0.20 0.15 0.18
Infront of Stair Case Room 0 2.15 0.20 0.15 0.00
Lintel For Partition Wall
Gents Toilet - WCs 5 1.20 0.12 0.15 0.10
2.94 #REF! #REF! #REF!
16 SL No-14, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Lintel Beam & Sill
For SL No. 15 Concrete Cost
#REF! #REF! 2.94 #REF! #REF! #REF!
2.5.2 #REF! R C C for Chajja
Chejja All around
Around OTS Portion 0 0.00 0.60 0.100 0.00
Chejja for Side Entry 0 3.00 1.20 0.100 0.00
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 0.08 0.300 0.00
Vertical Walls 0 0.45 0.08 0.300 0.00
Projections for Cuboard Over Lintel 0.00
OPEN RACKS 0.00
4.08 #REF! #REF! #REF!
17 SL No-19, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Chejja
For Chejjas Concrete Cost
#REF! #REF! 4.08 #REF! #REF! #REF!
18 2.5.2 #REF! #REF!
R C C Column From Floor to Floor
24.30 #REF! #REF! #REF!
19 SL No-9, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Columns
For SL No- 18 Concrete Cost
#REF! #REF! 24.30 #REF! #REF! #REF!
2.5.2 #REF! R C C for Roof Beam
Men's WashBasin & Passage - Beam - BG3 1 6.05 0.23 0.60 0.83
Infront of WC1 - Beam - BG1 1 1.36 0.23 0.38 0.12
WC1 & Men's Urinals - Beam - BG2 1 4.30 0.23 0.45 0.45
Men's WashBasin - Beam - BG1 1 3.07 0.23 0.38 0.27
Women Rest Room Passage - Beam - BG2 1 4.30 0.23 0.45 0.45
Women's WashBasin - Beam - BG1 0 1.83 0.23 0.38 0.00
Specially Abled Rest Room - Beam - BG1 0 1.83 0.23 0.38 0.00
Entrance Corridor - Beam - BG1 1 1.50 0.23 0.38 0.13
Lift Provision - Beam - BG1 1 1.50 0.23 0.38 0.13
Stair Case Room - Beam - BG2 1 4.30 0.23 0.45 0.45
Stair Case Room & Infront of Lift - Beam - BG3 1 6.05 0.23 0.60 0.83
WC1 (Mens) & Infront of WC1 - Beam - BG3 1 4.98 0.23 0.60 0.69
Men's Urinals & WashBasin - Beam - BG2 1 2.42 0.23 0.45 0.25
Lactation Room - Beam - BG1 0 1.20 0.23 0.38 0.00
Women Rest Room Passage - Beam - BG1 1 2.23 0.23 0.38 0.19
Women's WashBasin - Beam - BG1 1 4.45 0.23 0.38 0.39
Women's WashBasin - Beam - BG3 1 5.38 0.23 0.60 0.74
Specially Abled Rest Room - Beam - BG1 1 3.54 0.23 0.38 0.31
Entrance Corridor - Beam - BG1 1 5.70 0.23 0.38 0.50
Lift Provision - Beam - BG2 2 1.80 0.23 0.45 0.37
Stair Case Room - Beam - BG1 2 3.00 0.23 0.38 0.52
8.21 #REF! #REF! #REF!
20 SL No-14, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for Beams
For RCC Roof Beam Concrete Cost
#REF! #REF! 8.21 0.00 #REF! #REF!
2.5.2 #REF! R C C for Slab
Infront of WC1 1 1.36 1.10 0.15 0.22
Men's Urinals & WashBasin 1 3.07 2.42 0.15 1.11
Lactation Room 1 1.19 1.20 0.15 0.21
Women Rest Room Passage 1 2.49 1.49 0.15 0.55
Women's WashBasin 1 1.83 2.15 0.15 0.59
Specially Abled Rest Room 1 1.83 1.85 0.15 0.51
Entrance Corridor 1 1.50 5.70 0.15 1.28 39.04445
Stair Case Room 0 4.43 3.00 0.15 0.00
Infront of Stair Case Room 1 1.62 2.15 0.15 0.52
Landscaping Area - Left 0 0.00 0.50 0.15 0.00
Landscaping Area - Right 0 0.00 0.50 0.15 0.00
5.86 #REF! #REF! #REF!
21 SL No-15, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for RCC Slab
For RCC Slab Concrete Cost
#REF! #REF! 5.86 #REF! #REF! #REF!
2.5.2 #REF! R C C for Staircase
5.42 #REF! #REF! #REF!
22 SL No-16, Add-I #REF! #REF!
Shuttering, Centering & Scaffolding for StairCase
For StairCase Concrete Cost
#REF! #REF! 5.42 #REF! #REF! #REF!
23 2.11.a #REF! #REF!
Footing @ 45Kg/Cum 45 109.88 4944.60
Column @ 275Kg/Cum 275 #REF! #REF!
Plinth Beam @ 150Kg/Cum 150 6.91 1037.19
Lintel Beam @ 150Kg/Cum 150 2.94 441.43
Chajja @ 120Kg/cum 120 4.08 489.24
Slab Beam @ 200Kg/Cum 200 8.21 1641.75
Slab @ 85Kg/Cum 85 5.86 497.82
Stair case @ 45Kg/Cum 45 5.42 243.90 #REF!
Add for dowel bars in foundation 0.00
Number of footings 0.00 0.00
Total Number of rods, providing 4 number rods per footing 0.00 0.00
Lengthof each rod = 3m so total length 0.00 0.00
Weight of 20mm rod/sq cm and per/ run = 3.85 0.00
Qty taken from steel cal sheet #REF! #REF! #REF! #REF! 304801.00 #REF!
24 6.3 #REF! #REF!
BBM Above GL and Upto First Floor Level
Men's Urinals & WashBasin 1 4.43 0.115 2.57 1.31
Lactation Room 1 1.19 0.115 2.57 0.35
Women Rest Room Passage 0 2.49 0.230 2.57 0.00
Women's WashBasin 0 1.83 0.115 2.57 0.00
Specially Abled Rest Room 1 1.83 0.115 2.57 0.54
Entrance Corridor 0 1.50 0.230 2.57 0.00
Lift Provision 2 1.50 0.230 2.57 1.77
Stair Case Room 1 4.43 0.230 2.57 2.62
Infront of Stair Case Room 1 6.05 0.230 2.57 3.57
Men's Urinals & WashBasin 2 2.42 0.115 2.57 1.43
Lactation Room 1 1.20 0.230 2.57 0.71
Women Rest Room Passage 1 4.12 0.230 2.57 2.43
Women's WashBasin 1 2.15 0.115 2.57 0.63
Specially Abled Rest Room 2 1.85 0.115 2.57 1.09
Entrance Corridor 1 5.70 0.230 2.57 3.37
Lift Provision 2 1.80 0.230 2.57 2.13
Stair Case Room 2 3.00 0.230 2.57 3.54
Infront of Stair Case Room 0 2.15 0.230 2.57 0.00
BBM for RAMP wall 1 6.50 0.30 0.30 1.95
Standing Platform
Entrance Steps 0.5 1.50 6.60 0.90 0.68
Left Side steps 0.5 1.50 1.20 0.90 0.68
O1- StairCase 0 3.00 3.00 0.00
O2- Women Rest Room Passage 0 0.84 3.00 0.00
O3- Men Rest Room Passage 0 1.10 3.00 0.00
Lintel+Sill Qty -2.94
22.09 #REF! #REF! #REF!
25 6.15 #REF! #REF!
Gents Toilet - WCs 5 1.20 2.85 17.10
0.86 #REF! #REF! #REF!
26 7.18 #REF! #REF!
Cinder Concrete in cement 1:15
0.57 #REF! #REF! #REF!
0 9.1.1 #REF! #REF!
Teak Wood Frames 0.00
0.00 #REF! #REF! #REF!
0.98 #REF! #REF! #REF!
28 12.51 #REF! #REF!
Fixing Door & Window Frames
11 11.00 #REF! #REF! #REF!
0 12.14 #REF! #REF!
Providing & Fixing Teak Door shutter 0.00
0.00 #REF! #REF! #REF!
29 12.17 #REF! #REF!
Providing & Fixing wood Door shutter
7.56 #REF! #REF! #REF!
Providing & Fixing Door shutter
25.31 #REF! #REF! #REF!
31 12.59 #REF! #REF!
9.00 #REF! #REF! #REF!
32 12.43 #REF! #REF!
Ventilator Above Door
6.26 #REF! #REF! #REF!
0.00 #REF! #REF! #REF!
0 11.4 #REF! #REF!
0.00 #REF! #REF! #REF!
33 11.3 #REF! #REF!
Collapsible Shutter
0.00 #REF! #REF! #REF!
34 11.47 #REF! #REF!
Providing & Fixing Door Mortice Door Latch x 2
22.00 #REF! #REF! #REF!
Providing & Fixing DoorTower Bolt
22.00 #REF! #REF! #REF!
Providing & Fixing Door M S Handles x 2
22.00 #REF! #REF! #REF!
Providing & Fixing Door Butt Hinges x 4
44.00 #REF! #REF! #REF!
Door Frame for Toilets
SD - Toilet. 0 5.30 0.00
0.00 #REF! #REF! #REF!
39 12.92 #REF! #REF!
Door Frame for Toilets
0.00 #REF! #REF! #REF!
15.91 #REF! #REF! #REF!
41 12.85 #REF! #REF!
9.87 #REF! #REF! #REF!
42 11.34B #REF! #REF!
Grill work for windows and ventilators
EXTRA GRILL THAN WINDOWS
Lift Entry (Temp Closer) 1 1.50 2.50 3.75
Sub total in Sqm 29.53
M S Grill @ 25Kg/Sqm 25 738.13 #REF! #REF! #REF!
43 11.28 #REF! #REF!
Waist Slab -1-A 1 10.20 0.90 9.18
Waist Slab -3-B2 0 8.76 0.00 0.00
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 1 6.50 1.00 6.50
Extra SS Hand Rails
Stair Case 0 6.20 0.90 0.00
Disabled Toilet 1 3.60 0.30 1.08
Considering 25 kg /sqm 17.17
429.13 #REF! #REF! #REF!
44 8.1.1 #REF! #REF!
Interior Plaster
Infront of WC1 1 4.92 2.60 12.79
Men's Urinals & WashBasin 1 10.97 2.60 28.52
Lactation Room 1 4.77 2.60 12.40
Women Rest Room Passage 1 7.94 2.60 20.64
Women's WashBasin 1 7.96 2.60 20.70
Specially Abled Rest Room 1 7.36 2.60 19.14
Entrance Corridor 1 14.40 2.60 37.44
Lift Provision 1 6.60 2.60 17.16
Stair Case Room 1 14.86 2.60 38.64
Infront of Stair Case Room 1 7.52 2.60 19.55
Below Plinth for peripheral walls
Lift Pit Raft:RCWL1 2 2.40 0.37 1.76
Lift Pit Wall:RCWL2 2 6.60 0.37 4.85
Around Periphery:RCWL3 2 33.68 0.37 24.75
Deduct 1/2 the area of the door & window openings
O1- StairCase 1 3.00 3.00 -9.00
O2- Women Rest Room Passage 1 0.84 3.00 -2.51
O3- Men Rest Room Passage 1 1.10 3.00 -3.30
EXTRA internal Plaster
Below wash Basin 3 1.20 0.90 3.24
For Corners 0 10.00 0.90 0.00
Gents Toilet - WCs 5 1.20 3.00 18.00
Plastering for Beam Sides
For Horizontal Beams(2*Depth+Width)
Men's WashBasin & Passage - Beam - BG3 1 6.05 1.13 6.83
Infront of WC1 - Beam - BG1 1 1.36 0.69 0.94
WC1 & Men's Urinals - Beam - BG2 1 4.30 0.83 3.57
Men's WashBasin - Beam - BG1 1 3.07 0.69 2.12
Women Rest Room Passage - Beam - BG2 1 4.30 0.83 3.57
Women's WashBasin - Beam - BG1 0 1.83 0.69 0.00
Specially Abled Rest Room - Beam - BG1 0 1.83 0.69 0.00
Entrance Corridor - Beam - BG1 1 1.50 0.69 1.03
Lift Provision - Beam - BG1 1 1.50 0.69 1.03
Stair Case Room - Beam - BG2 1 4.30 0.83 3.57
Stair Case Room & Infront of Lift - Beam - BG3 1 6.05 1.13 6.83
For Vertical Beams(2*Depth+Width)
WC1 (Mens) & Infront of WC1 - Beam - BG3 1 4.98 1.13 5.63
WC1 (Mens) - Beam - BG1 2 2.42 0.69 3.33
Men's Urinals & WashBasin - Beam - BG2 1 2.42 0.83 2.00
WC3,4,5 (Womens) - Beam - BG4 2 1.20 0.53 1.27
Lactation Room - Beam - BG1 0 1.20 0.69 0.00
Women Rest Room Passage - Beam - BG1 1 2.23 0.69 1.54
Women's WashBasin - Beam - BG1 1 4.45 0.69 3.07
Women's WashBasin - Beam - BG3 1 5.38 1.13 6.08
Specially Abled Rest Room - Beam - BG1 1 3.54 0.69 2.44
Entrance Corridor - Beam - BG1 1 5.70 0.69 3.93
Lift Provision - Beam - BG2 2 1.80 0.83 2.99
Stair Case Room - Beam - BG1 2 3.00 0.69 4.14
323.92 #REF! #REF! #REF!
Plaster Mesh 150mm width
Total Number of columns x 4 sides x Height of Column 16 40 640.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 37.41 37.41
677.41 #REF! #REF! #REF!
46 8.9 #REF! #REF!
Add two Times the Chajja Area 2 40.77 81.54
Extra Extenral Plaster 0 0.00 0.00 0.00
Entrance Steps 2 2.00 1.20 4.80
Circular Pedastals 0 2.10 4.00 0.00
Circular Columns 0 2.83 4.00 0.00
Parapet (Architectural beauty) 0 0.00 2.23 0.00
FOR EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Periphery 0 0.00 0.80 0.00
Deduct the area of the door & window openings
O1- StairCase 1 3.00 3.00 -9.00
O2- Women Rest Room Passage 0 0.84 3.00 0.00
O3- Men Rest Room Passage 0 1.10 3.00 0.00
Washing Platform 0.00
166.22 #REF! #REF! #REF!
0 8.80. #REF! #REF!
Plastering Groove at 150mm c/c 0.00
For 4 Corners of Building 18.0 0.00
For 4 Offsets besides Front & Rear Lobby 10.0 0.00
0.00 #REF! #REF! #REF!
47 8.51 #REF! #REF!
Infront of WC1 1 1.36 1.10 1.50
Men's Urinals & WashBasin 1 3.07 2.42 7.41
Lactation Room 1 1.19 1.20 1.42
Women Rest Room Passage 1 2.49 1.49 3.69
Women's WashBasin 1 1.83 2.15 3.93
Specially Abled Rest Room 1 1.83 1.85 3.39
Entrance Corridor 1 1.50 5.70 8.55
Lift Provision 0 1.50 1.80 0.00
Stair Case Room 0 4.43 3.00 0.00
Infront of Stair Case Room 1 1.62 2.15 3.46
Landscaping Area - Left 0.00 0.50 0.00
Landscaping Area - Right 0.00 0.50 0.00
Ceiling Quantity 39.04
Quantity is same as interior plaster : 323.92 Sq m. 323.92
Ceiling Quantity 39.04
362.96 #REF! #REF! #REF!
48 9.24 #REF! #REF!
Granite Flooring
Entrance Corridor 1 1.50 5.70 8.55
Stair Case Room 1 4.43 3.00 13.29
Infront of Stair Case Room 1 1.62 2.15 3.46
Add for Thresholds
For study table 0.00
Room 3 & Library 0 0.00 0.60 0.00
Entrance Corridor 1 14.40 0.10 1.44
Stair Case Room 1 14.86 0.10 1.49
Infront of Stair Case Room 1 7.52 0.10 0.75
Deduct for Skirting
Entrance Steps 5 1.50 0.45 3.38
Left Side steps 5 1.50 0.45 3.38
43.51 #REF! #REF! #REF!
49 9.30. #REF! #REF!
Adding 20% for skirting and Nosing 3.36
20.15 #REF! #REF! #REF!
0 9.34 #REF! #REF!
Add for threshholds 0.00
0.00 #REF! #REF! #REF!
Vitrified Flooring
Lactation Room 1 1.19 1.20 1.42
Women's WashBasin 1 1.83 2.15 3.93
Add for Thresholds 0.00
Lactation Room 1 4.77 0.10 0.48
Women's WashBasin 1 7.96 0.10 0.80
Deduct- skirting for Door Openings 0.00
6.63 #REF! #REF! #REF!
0 9.6.1 #REF! #REF!
Concrete Tiles Flooring 0
Other area than Carpet Area 0.00
Landscaping Area - Left 0 0.00 0.00 0.00
Landscaping Area - Right 0 0.00 0.00 0.00
0.00 #REF! #REF! #REF!
51 9.11 #REF! #REF!
For Toilet Flooring
Infront of WC1 1 1.36 1.10 1.50
Men's Urinals & WashBasin 1 3.07 2.42 7.41
Women Rest Room Passage 1 2.49 1.49 3.69
Specially Abled Rest Room 1 1.83 1.85 3.39
Add for Thresholds
26.96 #REF! #REF! #REF!
52 9.39 #REF! #REF!
Infront of WC1 1 4.92 0.10 0.49
Men's Urinals & WashBasin 1 10.97 2.10 23.04
Women Rest Room Passage 1 7.94 2.10 16.67
Specially Abled Rest Room 1 7.36 2.10 15.46
85.21 #REF! #REF! #REF!
53 8.32 #REF! #REF!
Painting for wall and ceiling
Quantity of Interior plaster 323.92
Quantity of ceiling 39.04
362.96 #REF! #REF! #REF!
0 8.23.2 #REF! #REF!
Two coats of oil bound distemper for CEILING 0.00
Quantity same as ceiling painting 0.00
0.00 #REF! #REF! #REF!
54 8.29 #REF! #REF!
Exterior Wall Painting - AntiFungal
Quantity same as exterior plaster+2 times the area of the chajja 166.22
166.22 #REF! #REF! #REF!
0 8.34.3 #REF! #REF!
Priming Coat for MS Grill 0.00
Square meter area is same as M S grill Window(Above) 0.00
0.00 #REF! #REF! #REF!
55 8.40. #REF! #REF!
Enamel Paint for Grill work
Square meter area is same as Quantity of grill 29.53
For Steel Shutters 0.00
For MS Door frames
29.53 #REF! #REF! #REF!
Primer coat over wood surface
For wooden Shutters
Total Shutter area 9.00
Multiplying Doors qty by 2.4 21.60
For Wooden Door Frames
45.34 #REF! #REF! #REF!
Two coats of painting for woods
Quantity same as above primer on doors 45.34
45.34 #REF! #REF! #REF!
0 6.8.2 #REF! #REF!
Pavers alround Building 0
0.00 #REF! #REF! #REF!
0 7.50. #REF! #REF!
False Ceiling 0.00
0.00 #REF! #REF! #REF!
0 7.40.3 #REF! #REF!
PVC FALSE CEILING 0.00
Corridor Horizontal 1 0.00 0.00 0.00
0.00 #REF! #REF! #REF!
58 8.49 #REF! #REF!
For Various Offices 1 2000 2000.00
2000.00 #REF! #REF! #REF!
Stone Partition
Washing Platform 0 0.60 0.75 0.00
3.60 #REF! #REF! #REF!
0 10.19 #REF! #REF!
Granite Cladding 0.00
Corridor Left Vertical 0 0.00 0.90 0.00
0.00 #REF! #REF! #REF!
0 18.3 #REF! #REF!
Glass Partition 0.00
Meeting Hall - 1 0 0.00 3.85 0.00
0.00 #REF! #REF! #REF!
0 15.1 #REF! #REF!
For Roof slab 0.00
Quantity same as roof slab 0 0 5.86 0.00
Water proofing Quantity for OTS - Landscaping Portion 0.00
Landscaping Area - Left 0 0 0 0.00
Landscaping Area - Right 0 0 0 0.00
Add 20% for Haunch 0.2 0.00 0.00
0.00 #REF! #REF! #REF!
60 13.48 #REF! #REF!
Rain water Down Take Pipe 5 4.00 20.00
20.00 #REF! #REF! #REF!
61 20.96 #REF! #REF!
Cleaning flooring
Infront of WC1 1 1.36 1.10 1.50
Men's Urinals & WashBasin 1 3.07 2.42 7.41
Lactation Room 1 1.19 1.20 1.42
Women Rest Room Passage 1 2.49 1.49 3.69
Women's WashBasin 1 1.83 2.15 3.93
Specially Abled Rest Room 1 1.83 1.85 3.39
Entrance Corridor 1 1.50 5.70 8.55
Lift Provision 1 1.50 1.80 2.70
Stair Case Room 1 4.43 3.00 13.29
Infront of Stair Case Room 1 1.62 2.15 3.46
Other area than Carpet Area 0.00
Landscaping Area - Left 0 0.00 0.00 0.00
Landscaping Area - Right 0 0.00 0.00 0.00
55.03 #REF! #REF! #REF!
Total #REF! Cost/Sqft #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Wicket Gate 2 1.20 1.80 4.32
Considering 30 kg/sqm 30 34.32 1029.60
1029.60 #REF! #REF! #REF!
SR: PWD Common SoR 2023-2024
Rate Analysis for Ground Floor
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate GST Final Rate .
0 1.12 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
1 1.14.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 1.15.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 1.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 4.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 6.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 2.1.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
4 2.2.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
5 SL No-1, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
6 2.3.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
7 SL No-9, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
8 SL No-11, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
9 SL No-2, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
10 5.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 5.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
11 1.11 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
12 1.8 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 6.5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
13 2.4.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14 SL No-11, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
15 2.5.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
16 SL No-14, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
17 SL No-19, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
18 2.5.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
19 SL No-9, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
20 SL No-14, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
21 SL No-15, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
22 SL No-16, Add-I #REF! #REF! #REF! #REF! 0.00 #REF! 0.00 #REF!
23 2.11.a #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
24 6.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 6.32 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
25 6.15 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
26 7.18 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 9.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
27 12.13.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
28 12.51 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 12.14 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
29 12.17 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
30 12.57.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
31 12.59 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
32 12.43 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 11.14.2.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 11.4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
33 11.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
34 11.47 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
35 12.76.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
36 12.79.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
37 12.75.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
38 12.83.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
39 12.92 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
40 12.90. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
41 12.85 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
42 11.34B #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
43 11.28 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
44 8.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.1.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
45 8.16.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
46 8.9 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.80. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
47 8.51 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
48 9.24 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
49 9.30. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 9.34 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
50 9.12.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 9.6.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
51 9.11 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
52 9.39 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
53 8.32 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.23.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
54 8.29 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 8.34.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
55 8.40. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
56 8.34.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
57 8.33.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 6.8.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 7.50. #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 7.40.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
58 8.49 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
59 10.1.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 10.19 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 18.3 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
0 15.1 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
60 13.48 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
61 20.96 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
61 11.16.3 #REF! #REF! #REF! #REF! #REF! #REF!
1 Organization: KARNATAKA PUBLIC WORKS DEPARTMENT 1 Highest Level-After Lowering levelling 100.000 6 Depth of Lowest level from P L 0.600 for Lintel and Coping concrete
2 Name of the work: PROPOSED PATRIKA BHAVAN AT BELAGAVI 2 Lowest Level-After Lowering levelling 100.000 7 SBC of Soil 20 Stairs 1
3 Estimate of: BASEMENT FLOOR 1 3 Average Level 100.000 8 Depth for SBC 2.00 0
4 Ground Floor B C Soil Provide Dowel bars in Foundation N 4 Plinth Level 100.600 Depth of excavation for levelling 0.300 0
5 Area Weightage 5% K- kota, C-ceramic, G-gray stone, V- Vitrified Total Depth of excavation 1.50 0
6 SOR PWD Common SoR 2023-2024 PWD 0
AREA OF VARIOUS ROOMS DOORS, WINDOWS & VENTILATOR EXCAVATION COLUMNS & FOOTINGS GROUND, PLINTH, LINTEL & Roof Beams 0 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 Excavation for Levelling 0.000 m Footing Nos Size Depth of footing Excavation Size Column Nos Is Circular? Size Upto Plinth? Plinth Beam Ground Beam OR Stone Masonry Roof Beam - GF Lintel Beam - GF STAIRCASE R C C SLAB SKIRTING/DEDO - DEDUCTION BBM(23mm) Is Partition? EXTRA PLASTER STONE MASONRY FOR STEPS # OF TREES TO BE CUT 4
1 Plinth Area From CAD 1 625.00 1.00 625.00 ED SW HN 2 1.80 2.50 9.00 0.00 N 2 Depth of Ordinary soil 0.000 m L B D L B L/dia B Name Nos Length Name b d 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 B H Name Nos L B
2 0.00 DV6 SW HDF 3 1.50 2.50 11.25 3.00 N 3 Depth of Hard Soil 1.000 m F1 10 1.75 1.75 0.45 2.05 2.05 CG1 10 N 0.30 0.45 N BG1 0.23 0.38 RCWL1 2.10 0.35 BG1 0.23 0.38 ED 0.23 0.20 Stair 1 WC1 (Mens) 1 1.185 1.200 0.150 ED 2 1.80 0.10 G HORIZONTALS Extra Extenral Plaster STEPS STONES
3 0.00 DV5 SW HDF 5 1.30 2.50 16.25 5.00 Y 4 Depth of Soft rock without blasting 1.000 m F2 10 2.00 2.00 0.50 2.30 2.30 CG2 15 N 0.30 0.60 N BG2 0.23 0.45 RCWL2 0.23 1.80 BG2 0.23 0.45 DV6 0.23 0.15 Beams-1-A 2 3.00 0.30 0.45 Infront of WC1 1 1.360 1.100 0.150 DV6 3 1.50 0.10 G WC1 (Mens) & Passage 1 6.045 N Entrance Steps 2 2.00 1.20 Entrance Steps 1 1.50 6.6 0.9 Toiles 3 1.20 0.45
5 0.00 D3 SW HDF 0.90 2.10 0.00 0.00 N 5 Depth of Soft rock by blasting 0.000 m RF1 5 3.25 3.25 0.65 3.55 3.55 BG4 0.23 0.30 BG4 0.23 0.30 DV4 0.23 0.15 Beams-3-B2 0 7.40 0.30 0.45 WC3,4,5 (Womens) 3 1.185 1.200 0.150 DV4 1 1.05 0.10 G Men's Urinals & WashBasin 1 4.430 Y Circular Columns 0 2.83 4.00
6 0.00 SD PVC PVC 0.90 2.10 0.00 0.00 N 6 Depth of Hard rock with Wedging & chiselling 0% m 0.00 0.00 D3 0.23 0.15 Beams-4-C 0 6.60 0.30 0.45 Lactation Room 1 1.185 1.200 0.150 D3 0 0.90 0.10 G WC3,4,5 (Womens) 3 1.185 Y Parapet (Architectural beauty) 0 0.00 2.23
7 0.00 0.00 0.00 Y 7 Benching 0.000 Sq 0.00 0.00 SD 0.23 0.15 Beams-5 0 3.37 0.30 0.45 Women Rest Room Passage 1 2.485 1.485 0.150 SD 0 0.90 0.10 V Lactation Room 1 1.185 Y
8 0.00 0.00 0.00 Y 8 Thickness of Boulder/sand soling 0.000 m 0.00 0.00 0.00 0.15 0.15 Beams-6 0 3.37 0.30 0.45 Women's WashBasin 1 1.830 2.150 0.150 0 0 0.00 0.10 C Women Rest Room Passage 0 2.485 N
9 0.00 0.00 0.00 N 9 Footing Offset from Bed Concrete 0.150 m 0.00 0.00 0.00 0.15 0.15 Specially Abled Rest Room 1 1.830 1.850 0.150 0 0 0.00 0.10 C Women's WashBasin 0 1.830 Y Stone Partition
10 0.00 Windows N 10 Thickness of P C C Bed in Foundation 0.150 0.00 0.00 0.00 0.23 0.15 Steps-1-A 11 1.35 0.30 0.15 Entrance Corridor 1 1.500 5.700 0.150 0 0 0.00 0.10 G Specially Abled Rest Room 1 1.830 Y Washing Platform 0 0.60 0.75
11 0.00 W uPVC uPVC 2 2.00 1.50 6.00 0.00 N N 11 Thickness of P C C Bed below Flooring 0.100 m 0.00 0.00 Windows 0.23 0.15 Steps-2-B1 0 1.50 0.30 0.15 Lift Provision 0 1.500 1.800 0.150 Windows Entrance Corridor 0 1.500 N Urinals 4 0.60 1.50
12 0.00 W1 uPVC uPVC 1 2.30 2.35 5.41 0.00 N N 12 Plinth Height 0.600 m 0.00 0.00 W 0.23 0.15 Steps-3-B2 0 1.50 0.30 0.15 Stair Case Room 0 4.430 3.000 0.150 W 2 2.00 1.50 V Lift Provision 2 1.500 N
13 0.00 W2 uPVC uPVC 2 1.50 1.50 4.50 2.00 N N 13 Floor Height 3.000 m 0.00 0.00 W1 0.23 0.15 Steps-4-C 0 1.50 0.30 0.15 Infront of Stair Case Room 1 1.615 2.145 0.150 W1 1 2.30 2.35 V Stair Case Room 1 4.430 N
0.00 0.00 0.00 N N 14 Ground Beam top level from GL 0.200 m 0.00 0.00 W2 0.23 0.15 Steps-5 0 1.50 0.30 0.15 0 0 0.000 0.000 0.150 W2 2 1.50 1.50 V Infront of Stair Case Room 1 6.045 N
3 0.00 0.00 0.00 N N 17 Depth of murrum for Flagging Concrete 0.200 m 0.00 0.00 0.00 0.23 0.15 Landing -1-A 1 3.36 1.20 0.15 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V FOR PERIPHERAL STONE MASONRY
Total 625.00 Ventilators 18 Depth of 1st Layer of Flagging Concrete-M10 0.100 m 0.00 0.00 0.00 0.23 0.15 Landing -2-B1 0 1.50 1.80 0.15 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V HORIZONTALS
1 WC1 (Mens) C 1 1.185 1.200 2.10 1.42 V uPVC uPVC 5 2.00 0.60 6.00 2.00 N N 19 Lintel Thickness 0.150 m 0.00 0.00 Ventilators 0.15 0.15 Landing -3-B2 0 1.50 1.80 0.15 0 0 0.000 0.000 0.150 Ventilators Periphery
2 Infront of WC1 C 1 1.360 1.100 0.10 1.50 V1 uPVC uPVC 3 0.90 0.60 1.62 0.00 N N 20 Average Thickness of R C C G F Slab 0.150 m 0.00 0.00 V 0.23 0.15 Landing -4-C 0 1.50 1.70 0.15 0 0 0.000 0.000 0.150 V 5 2.00 0.60 C EXTRA GRILL THAN WINDOWS
3 Men's Urinals & WashBasin C 1 3.070 2.415 2.10 7.41 V2 uPVC uPVC 0 0.00 1.50 0.00 0.00 Y N 21 Depth of 2nd Layer of 15mm thick 1:4 plaster for flagging concrete N m 0.00 0.00 V1 0.23 0.15 Landing -5 0 3.37 1.50 0.15 0 0 0.000 0.000 0.150 V1 3 0.90 0.60 C Lift Entry (Temp Closer) 1 1.50 2.50
5 Lactation Room V 1 1.185 1.200 0.10 1.42 0.00 0.00 N N 23 Ht of 2nd step stone masonry wall(Above GL) 0.450 m 0.00 0.00 RV 0.23 0.15 0 0 0.000 0.000 0.150 RV 2.5 0.60 1.50 C
6 Women Rest Room Passage C 1 2.485 1.485 2.10 3.69 0.00 0.00 N N 24 Ht of 3rd step stone masonry wall(Middle>GL) 0.000 m 0.00 0.23 0.15 Waist Slab -1-A 1 10.20 1.50 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 C
7 Women's WashBasin V 1 1.830 2.150 0.10 3.93 0.00 0.00 N N 25 Ht of 4th step stone masonry wall(Top) 0.500 m 0.00 0.23 0.15 Waist Slab -1-A 1 10.20 0.15 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 X
8 Specially Abled Rest Room C 1 1.830 1.850 2.10 3.39 0.00 0.00 N N 26 Width of 1st step stone masonry wall(Bottom) 0.750 m 0.23 0.15 Waist Slab -2-B1 0 10.20 1.50 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V
9 Entrance Corridor G 1 1.500 5.700 0.10 8.55 N N 27 Width of 2nd step stone masonry wall(Above GL) 0.600 m 0.00 0.23 0.15 Waist Slab -2-B1 0 10.20 0.15 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 C
10 Lift Provision X 1 1.500 1.800 0.00 2.70 28 Width of 3rd step stone masonry wall(Middle>GL) 0.000 m 0.00 0.23 0.15 Waist Slab -3-B2 0 8.76 1.50 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V
12 Infront of Stair Case Room G 1 1.615 2.145 0.10 3.46 30 Width of Excavation for stone Masonry wall 0.600 m 0.00 0.15 0.15 Waist Slab -4-C 0 10.20 1.50 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V
13 0.00 Cross section of Door frames 31 Depth of Excavation for stone masonry wall 0.900 m Horizontal Horizontal Horizontal Waist Slab -4-C 0 10.20 0.15 0.20 0 0 0.000 0.000 0.150 0 0 0.00 0.00 V
14 0.00 0.100 0.125 32 Thickness of Cill Concrete 0.075 m Name Nos Length Name Nos Length Name Nos Length Waist Slab -5 0 8.70 1.50 0.20 0 0 0.000 0.000 0.150
15 0.00 33 Thickness of murrum soling for walls 0.000 m Men's WashBasin & Passage BG3 1 6.045 Lift Pit Raft RCWL1 1 2.40 Men's WashBasin & Passage BG3 1 6.045 Waist Slab -5 0 8.70 0.15 0.20 0 0 0.000 0.000 0.150
16 0.00 OPENINGS 34 Width of P C C of G B(0.23+0.15+0.15=0.53) 0.530 m Infront of WC1 BG4 1 1.360 Lift Pit Wall RCWL2 1 6.60 Infront of WC1 BG1 1 1.360 Waist Slab -6 0 8.70 1.50 0.20 0 0 0.000 0.000 0.150
17 0.00 O1- StairCase 1 3.000 3 9.00 N 35 Depth of Extra Filling due to unevenness of ground 0.100 m WC1 & Men's Urinals BG2 1 4.300 Around Periphery RCWL3 1 33.68 WC1 & Men's Urinals BG2 1 4.300 Waist Slab -6 0 8.70 0.15 0.20 0 0 0.000 0.000 0.150
18 0.00 O2- Women Rest Room Passage 1 0.835 3 2.51 N WC3,4,5 (Womens) BG4 3 1.185 Men's WashBasin BG1 1 3.070 0 0 0.000 0.000 0.150
19 0.00 O3- Men Rest Room Passage 1 1.100 3 3.30 N Lactation Room BG4 1 1.185 Women Rest Room Passage BG2 1 4.300 0 0 0.000 0.000 0.150
20 0.00 0.00 N Less for Periphery Confining Wall Women Rest Room Passage BG1 0 2.485 Women's WashBasin BG1 0 1.830 0 0 0.000 0.000 0.150
21 0.00 0.00 N Footing Nos Size Depth of footing Excavation Size Women's WashBasin BG1 0 1.830 Specially Abled Rest Room BG1 0 1.830 0 0 0.000 0.000 0.150 ADD FOR THRESHOLDS
22 0.00 0.00 N L B D L B Specially Abled Rest Room BG1 1 1.830 Entrance Corridor BG1 1 1.500 0 0 0.000 0.000 0.150
23 0.00 0.00 N F1 1 2.05 2.05 0.45 2.35 2.35 Entrance Corridor BG1 1 1.500 Lift Provision BG1 1 1.500 0 0 0.000 0.000 0.150 ED 2 1.80 0.23 G EXTRA internal Plaster VERTICALS
25 0.00 0.00 N F3 1 2.55 2.55 0.55 2.85 2.85 Stair Case Room BG2 1 4.430 Stair Case Room & Infront of Lift BG3 1 6.045 0 0 0.000 0.000 0.150 DV5 5 1.30 0.23 C Below wash Basin 3 1.20 0.90 Washing Platform
26 0.00 0.00 N RF1 1 3.55 3.55 0.65 3.85 3.85 Stair Case Room & Infront of Lift BG2 1 6.045 0 0 0.000 0.000 0.150 DV4 1 1.05 0.23 G 0 0 0.00 0.00 # of Washing Platform 0
49 0.00 0 0 0.000 0.000 0.150 Front 0 6.51 3.00 GRANITE CLADDING
58 0.00 Add for Confining Wall above footing 0 0 0.000 0.000 0.150 FOR ANY OTHER
59 0.00 Footing Nos Size Depth of footing Excavation Size 0 0 0.000 0.000 0.150 Tank For Washing 0 2.50 3.00
60 0.00 L B D L B Ramp 0 0 0.000 0.000 0.150 Below Plinth for peripheral walls 0 3.50 1.50 YELHANKA FLOORING/Screed Concreting
63 0.00 F3 1 2.55 2.55 0.55 2.85 2.85 Width 1.200 0 0 0.000 0.000 0.150 Lift Pit Wall:RCWL2 1 6.60 Plinth Area/Portico 0
73 0.00 0 0 0.00 0.00 0.00 0.30 0.00 Plastering 0.5 6.50 1.050 0 0 0.000 0.000 0.150 DC Complex 1 8.00 1.50 3 : 0 0.00 Extra SS Hand Rails EXTRA GRANITE STONE
87 0.00 0 0 0.000 0.000 0.150 Black Board Notice Board 0 2.40 1.20 3 VERTICALS EXTRA GRANITE STONE
91 0.00 Standing Platform 0 0 0.000 0.000 0.150 : 0 0.00 Letter writing, logo etc
94 0.00 Width 1.20 0 0 0.000 0.000 0.150 : 0 0.00 Rain water down take pipe
95 0.00 Standing Platform at Entrance 1.00 1.80 0 0 0.000 0.000 0.150 : 0 0.00 Meeting 1 0.00 0.00 HDPE Pipe 5 4
113 0.00 0 0 0.000 0.000 0.150 Deduction for External Plaster
118 0.00 Landscaping Area - Left 0 0 0.5 0.150 DV5 0 1.30 2.50
119 0.00 Landscaping Area - Right 0 0 0.5 0.150 DV4 0 1.05 2.50 False Ceiling
122 0.00 0.150 VERTICALS 0 0 0.00 0.00 Corridor Horizontal 1 0.000 0.000
125 0.00 Infront of WC1 1 2.415 N Windows
126 0.00 LOFT Men's Urinals & WashBasin 2 2.415 Y W 2 2.00 1.50
129 0.00 Women Rest Room Passage 1 4.115 N 0 0 0.00 0.00
130 0.00 Women's WashBasin 1 2.150 Y 0 0 0.00 0.00 Cinder Fill up Expansion Joint
131 0.00 Specially Abled Rest Room 2 1.850 Y 0 0 0.00 0.00 Name Nos L B H Name Nos L B H
0.00 Entrance Corridor 1 5.700 N 0 0 0.00 0.00 For Toilets For 4 Lobbies
0.00 Lift Provision 2 1.800 N Ventilators WCs 2 1.18 1.20 0.20 Columns 0 0.00 3.60
0.00 Stair Case Room 2 3.000 N V 3 2.00 0.60 Beams Front and Rear Lobby 0 0.00 0.90
Other area than Carpet Area Projections for Cuboard Over Lintel Infront of Stair Case Room 0 2.145 N V1 3 0.90 0.60 Beams At Left and Right Lobby 0 0.00 0.90
Landscaping Area - Left 0.00 Office 1 0.000 0.45 V2 0 0.00 1.50
Landscaping Area - Right RV 2.5 0.60 1.50
Deductions 0 0 0.00 0.00
Right 1 10.34 10.34 for Openings
Plinth Area O1- StairCase 1 3.00 3.00
O2- Women Rest Room Passage 0 0.84 3.00
Deductions O3- Men Rest Room Passage 0 1.10 3.00
1 Landscaping Area - Left 0 0.00 0.00 0.00 0 0 0.00 0.00
2 Landscaping Area - Right 0 0.00 0.00 0.00 0 0 0.00 0.00 Structual Glazing
3 0 0 0.00 0.00 0.00 Kitchen/Laboratory Sink 0 0 0.00 0.00 Name Nos L B H
Total Sinks 0 0 0 0.00 0.00 STG 0 3.35 4.00
1 Ground Floor Plinth Area 625.00 Horizontal walls 0 0.60 0.3 0 0 0.00 0.00
Vertical Walls 0 0.45 0.3 0 0 0.00 0.00
2 Carpet Area 55.03 Bottom Slab 0 0.60 0.45 0 0 0.00 0.00
0 Drop walls 0 0 0.00 0.00
OTS - Slab Sides 33.68 0 0 0.00 0.00
4 %age of wall of Plinth Area 91.19% 0 0 0.00 0.00
OPEN RACKS 0 0 0.00 0.00
5 Length of 23cm Wall 69.19 0 0 0.00 0.00
6 Partition Wall length 0.00 0 0 0.00 0.00
Deduction of Skirting
Vertical Vertical Vertical D3 0 0.90 G
WC1 (Mens) & Infront of WC1 BG2 1 4.980 WC1 (Mens) & Infront of WC1 BG3 1 4.980 WASHING TROUGH SD 0 0.90 V
WC1 (Mens) BG4 1 1.100 WC1 (Mens) BG1 2 2.415 Total Number of Troughs 0 0 0.00 C
Men's Urinals & WashBasin BG1 1 2.415 Men's Urinals & WashBasin BG2 1 2.415 0 0 0.00 C
WC3,4,5 (Womens) BG4 2 1.200 WC3,4,5 (Womens) BG4 2 1.200 0 0 0.00 G
Lactation Room BG1 0 1.200 Lactation Room BG1 0 1.200
Women Rest Room Passage BG2 1 5.370 Women Rest Room Passage BG1 1 2.230
Women's WashBasin BG1 1 4.450 Women's WashBasin BG1 1 4.450
Specially Abled Rest Room BG2 1 3.540 Women's WashBasin BG3 1 5.380
Entrance Corridor BG2 1 5.700 Specially Abled Rest Room BG1 1 3.540
Lift Provision BG1 2 1.800 Entrance Corridor BG1 1 5.700
Stair Case Room BG1 2 3.000 Lift Provision BG2 2 1.800
Infront of Stair Case Room BG1 0 2.145 Stair Case Room BG1 2 3.000
SINK OF WHITE GLAZED FIRE CLAY
STAINLESS STEEL SINK
Gents Toilet - WCs 5 1.200 3.00 Y
Meeting Hall - 1 0 0.000 3.85 N
Estimate for Stilt Floor (Civil Works)
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
MEASUREMENTS & ABSTRACT OF STILT FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate (Rs) 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
Excavation for Curtain Wall at periphery 1 92.70 0.60 0.90 50.06 52.80
Excavation for Curtain Wall at OTS 0 8.10 0.45 0.90 0.00
Less for Periphery Confining Wall
Entrance Steps 1 2.60 1.50 0.90 3.51
Ramp for Car Entry 1 7.40 4.35 0.90 28.97
Rear Entry Steps 1 1.50 2.00 0.90 2.70
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.90 0.00
Excavation for wall 1 6.50 1.00 0.90 5.85
Standing Platform
Excavation for wall 1 6.00 1.00 0.60 3.60
3 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.
Excavation in Ordinary/Soft Rock
Entrance Steps 1 2.60 1.50 0.00 0.00
Ramp for Car Entry 1 7.40 4.35 0.00 0.00
Rear Entry Steps 1 1.50 2.00 0.00 0.00
For Any Other 0.00
Tank For Washing 0 2.60 0.75 0.90 0.00
Average Excavation for Site Levelling 1 20.66 30.50 1.00 630.15
4 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 1 2.95 0.60 1.77
Excavation for Curtain Wall at OTS 0 8.10 0.45 0.00
Entrance Steps 1 2.60 1.50 3.90
Ramp for Car Entry 1 7.40 4.35 32.19
Rear Entry Steps 1 1.50 2.00 3.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00
5 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 = 630.15 Sqm. 1 630.15 1.00 630.15
For Vertical Faces 1 92.70 1.50 139.05
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 2.60 1.50 0.00 0.00
Ramp for Car Entry 1 7.40 4.35 0.00 0.00
Rear Entry Steps 1 1.50 2.00 0.00 0.00
For Any Other 0.00
Tank For Washing 0 2.50 0.75 0.00 0.00
6 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
P C C in Foundation
Lift Pit Raft 1 2.95 1.76 0.15 0.78
Lift Pit Wall 1 8.10 0.23 0.15 0.28
Around Periphery 1 92.70 0.23 0.15 3.20
STEPS Less for Periphery Confining Wall
Standing Platform
PCC for Below SSM 1 6.00 1.00 0.10 0.60
Below Room Flooring F7 0 3.90 0.60 0.15 0.00
Stair Case Room 1 5.03 3.22 0.10 1.62
Passage to Electrical Room 1 3.41 0.90 0.10 0.31
Electrical Room 1 1.63 2.83 0.10 0.46
Driver's Toilet 1 4.26 2.83 0.10 1.21
Car & Two wheeler Parking, Drive way 1 31.75 16.04 0.10 50.93
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
7 2.2.3 Vol-1, Pg -15 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
R C C For Footing
Footing Pedastal 0.00
8 SL No-1, 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. a: Foundation upto plinth Isolated for Percentage on finished rate of concrete per m3 is 8%
Shuttering, Centering & Scaffolding for Footings
For SL No- 7 Concrete Cost
9 2.3.2 Vol-1, Pg -16 Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
A) R C C Column due to level difference of Ground 0.00
B) M25 R C C Column From Footings to G L
C) M25 R C C Column From G L To P L
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
2.3.2 Vol-1, Pg -16 R C C for GB/RC Walls
A) R C C for RC WALL
Lift Pit Raft 1 2.95 1.76 0.35 1.82
Lift Pit Wall 1 8.10 0.23 1.80 3.35
Around Periphery 1 92.70 0.23 1.80 38.38
Add for Confining Wall above footing
Sub total : Ground Beam 53.26 6689.55 356,263
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
2.3.2 Vol-1, Pg -16 R C C for Plinth Beams
B) R C C for Plinth Beam
Stair Case Room:PB3 2 5.03 0.23 0.45 1.04
Passage to Electrical Room:PB1 0 3.41 0.23 0.38 0.00
Electrical Room:PB2 1 1.63 0.23 0.38 0.14
Driver's Toilet:PB3 1 4.26 0.23 0.45 0.44
Car Parking:PB4 1 21.58 0.23 0.45 2.23
Car Parking:PB3 1 5.50 0.23 0.45 0.57
Car Parking:PB1 2 2.75 0.23 0.38 0.48
Car Parking Curved in:PB2 1 25.24 0.23 0.38 2.21
Car Parking Curved out:PB2 1 31.65 0.23 0.38 2.77
Car & Two wheeler Parking:PB2 1 5.10 0.23 0.38 0.45
Stair Case Room:PB4 2 3.22 0.23 0.45 0.67
Passage to Electrical Room:PB1 1 0.90 0.23 0.38 0.08
Electrical Room:PB4 1 2.83 0.23 0.45 0.29
Driver's Toilet:PB4 1 6.02 0.23 0.45 0.62
Driver Way:PB4 2 6.10 0.23 0.45 1.26
Driver Way:PB3 3 5.10 0.23 0.45 1.58
Car & Two wheeler Parking, Drive way:PB2 3 5.00 0.23 0.38 1.31
Sub total : plinth Beam 24.59 m3 6538.35 160,799
12 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
13 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 2.60 1.50 0.45 1.76
Ramp for Car Entry 1 7.40 4.35 0.45 14.49
Rear Entry Steps 1 1.50 2.00 0.45 1.35
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
14 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 329.46
%AGE EARTH SUITABLE FOR REFILLING 75% 248.00
TOTAL EXCAVATION OF ALL KIND OF EARTH 1226.29
Boulder Soling 0.00
Footing Quantity -119.30
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 = 0.45 Average Depth from highest and lowest Level = 0.38
Base for Flagging Concrete all around the Bldg
TOTAL FILLING QUANTITY BELOW PLINTH 0.00
Total Filling = Total Excavation: 1226 + Plinth Filling: 0 - Quantities filled by items :-119.3 = 1107 Cum
Filling Available Earth 248.00 m3 454.65 112,753
15 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: 1226+Plinth Filling: 0- Quantities filled by items : -119.3 = 1107 Cum
Available Earth already used for filling - From Previous Item : 248 Cum 248.00
So Soil to be brought from outside = Total filling : 1107- Available : 248 859.00
Depth of Extra Filling due to unevenness of ground 1 0.00 0.10 0.00
Murrum for RAMP Filling 1 6.50 1.20 0.30 2.34
Standing Platform
So Earth to be brought from outside 864.80 m3 497.70 430,409
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
Lift Pit Raft 0 2.95 0.23 0.23 0.00
Lift Pit Wall 0 8.10 0.23 0.23 0.00
Around Periphery 0 92.70 0.23 0.23 0.00
16 2.4.2 Vol-1, Pg -16 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 0.50 m 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Coping over Stone Masonry 0.00
Coping over SSM - RAMP 1 6.50 0.60 0.075 0.29
Coping for RAMP way 1 6.50 1.20 0.10 0.78
Standing Platform
Coping Over BBM 1 6.00 1.20 0.10 0.72
Coping over parapet wall (Terrace) 0.00
Entrance Steps 1 2.60 1.50 0.075 0.29
Ramp for Car Entry 1 7.40 4.35 0.075 2.41
Rear Entry Steps 1 1.50 2.00 0.075 0.23
Flagging concrete
17 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- 16 Concrete Cost
18 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Sill for for 23 cm Brick masonry wall
Stair Case Room 2 5.03 0.230 0.075 0.17
Passage to Electrical Room 0 3.41 0.230 0.075 0.00
Electrical Room 1 1.63 0.230 0.075 0.03
Driver's Toilet 2 4.26 0.230 0.075 0.15
Stair Case Room 1 3.22 0.230 0.075 0.06
Passage to Electrical Room 0 0.90 0.230 0.075 0.00
Electrical Room 1 2.83 0.230 0.075 0.05
Driver's Toilet 2 2.83 0.230 0.075 0.10
Two wheeler Parking 1 16.04 0.230 0.075 0.28
R C C Lintel Beam
Stair Case Room 2 5.03 0.23 0.15 0.35
Passage to Electrical Room 0 3.41 0.23 0.15 0.00
Electrical Room 1 1.63 0.23 0.15 0.06
Driver's Toilet 2 4.26 0.23 0.15 0.29
Stair Case Room 1 3.22 0.20 0.15 0.10
Passage to Electrical Room 0 0.90 0.20 0.15 0.00
Electrical Room 1 2.83 0.20 0.15 0.08
Driver's Toilet 2 2.83 0.20 0.15 0.17
Two wheeler Parking 1 16.04 0.20 0.15 0.48
Lintel For Partition Wall
19 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. 18 Concrete Cost
2.5.2 Vol-1, Pg -16 R C C for Chajja
Chejja All around
Around OTS Portion 0 0.00 0.60 0.100 0.00
Chejja for Side Entry 0 3.00 1.20 0.100 0.00
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 0.08 0.300 0.00
Vertical Walls 0 0.45 0.08 0.300 0.00
Projections for Cuboard Over Lintel 0.00
OPEN RACKS 0.00
20 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
21 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
R C C Column From Floor to Floor
22 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- 21 Concrete Cost
2.5.2 Vol-1, Pg -16 R C C for Roof Beam
Entrance - Beam - B4 2 5.03 0.23 0.60 1.39
Stair Case Room - Beam - B5 1 5.03 0.23 0.60 0.69
Stair Case Room - Beam - B3 1 5.03 0.23 0.60 0.69
Passage to Electrical Room - Beam - B1 0 3.41 0.23 0.38 0.00
Electrical Room - Beam - B4 2 1.63 0.23 0.60 0.45
Rear Pial - Beam - B5 0 2.47 0.23 0.60 0.00
Driver's Toilet - Beam - B3 1 4.26 0.23 0.60 0.59
Car Parking - Beam - B5 2 4.80 0.23 0.60 1.32
Drive Way - Beam - B4 2 4.80 0.23 0.60 1.32
Drive Way - Beam - B7 2 6.20 0.23 0.60 1.71
Car Parking (Outer) - Beam - B5 2 6.20 0.23 0.60 1.71
Car Parking (Outer) - Beam - B4 2 5.95 0.23 0.60 1.64
Car Parking (Outer) - Beam - B2 4 2.90 0.23 0.45 1.20
Car Parking - Beam - B8 2 5.95 0.30 0.90 3.21
Car Parking (Curved) Stage - Beam - B4 1 4.50 0.23 0.60 0.62
Car Parking (Curved) Seating - Beam - B5 1 17.50 0.23 0.60 2.42
Car Parking (Curved) Seating - Beam - B7 1 21.35 0.23 0.60 2.95
Car Parking (Curved) Seating - Beam - B2 1 24.25 0.23 0.45 2.51
Car Parking (Curved) Outer - Beam - B2 1 31.70 0.23 0.45 3.28
Car Parking (Curved) Outer - Beam - B1 2 3.00 0.23 0.38 0.52
Car Parking (Curved) Outer - Beam - B8 2 3.50 0.30 0.90 1.89
Car & Two wheeler Parking, Drive way - Beam - B3 1 6.20 0.23 0.60 0.86
Car & Two wheeler Parking, Drive way - Beam - B4 1 6.20 0.23 0.60 0.86
Entrance - Beam - B8 1 6.02 0.30 0.90 1.63
Stair Case Room - Beam - B7 1 3.22 0.23 0.60 0.44
Passage to Electrical Room - Beam - B7 1 0.90 0.23 0.60 0.12
Electrical Room - Beam - B7 1 2.83 0.23 0.60 0.39
Rear Pial - Beam - B5 2 6.02 0.23 0.60 1.66
Driver's Toilet - Beam - B7 1 6.02 0.23 0.60 0.83
Drive Way - Beam - B3 1 2.96 0.23 0.60 0.41
Drive Way - Beam - B1 1 1.80 0.23 0.38 0.16
Drive Way - Beam - B5 2 6.20 0.23 0.60 1.71
Drive Way - Beam - B6 2 6.20 0.23 0.60 1.71
Car Parking (Outer) - Beam - B4 1 4.80 0.23 0.60 0.66
Car Parking (Outer) - Beam - B3 4 4.80 0.23 0.60 2.65
Car Parking (Outer) - Beam - B1 3 2.00 0.23 0.38 0.52
Car Parking - Beam - B1 0 5.95 0.23 0.38 0.00
Car Parking (Curved) Stage - Beam - B1 2 3.65 0.23 0.38 0.64
Car Parking (Curved) Seating - Beam - B5 2 4.30 0.23 0.60 1.19
Car Parking (Curved) Seating - Beam - B7 2 4.30 0.23 0.60 1.19
Car Parking (Curved) Seating - Beam - B2 0 24.25 0.23 0.45 0.00
Car Parking (Curved) Outer - Beam - B1 7 3.10 0.23 0.38 1.90
Car & Two wheeler Parking, Drive way - Beam - B2 2 5.20 0.23 0.45 1.08
Car & Two wheeler Parking, Drive way - Beam - B2 2 5.20 0.23 0.45 1.08
23 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
2.5.2 Vol-1, Pg -16 R C C for Slab
Stair Case Room 0 5.03 3.22 0.15 0.00
Passage to Electrical Room 1 3.41 0.90 0.15 0.46
Electrical Room 1 1.63 2.83 0.15 0.69
Car & Two wheeler Parking, Drive way 1 31.75 16.04 0.15 76.39
Slab Projection at curved 1 31.50 0.60 0.15 2.84
Landscaping Area - Right 0 0.00 0.50 0.15 0.00
24 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
2.5.2 Vol-1, Pg -16 R C C for Staircase
25 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
26 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 @ 33Kg/Cum 33 119.30 3936.90
Column @ 253Kg/Cum 253 35.40 8957.25
Plinth Beam @ 129Kg/Cum 129 24.59 3172.52
Lintel Beam @ 120Kg/Cum 120 4.58 549.03
Chajja @ 105Kg/cum 105 1.82 191.05
Slab Beam @ 175Kg/Cum 175 57.72 10100.78
Stair case @ 35Kg/Cum 35 5.48 191.80 41.27
Add for dowel bars in foundation
Number of footings 43.00
Total Number of rods, providing 5 number rods per footing 215.00
Lengthof each rod = 2m so total length 430.00
Weight of 20mm rod/sq cm and per/ run = 3.85 1062.10
27 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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.
BBM Above GL and Upto First Floor Level
Stair Case Room 2 5.03 0.230 2.86 6.61
Passage to Electrical Room 0 3.41 0.230 2.86 0.00
Electrical Room 1 1.63 0.230 2.86 1.07
Driver's Toilet 2 4.26 0.230 2.86 5.60
Car & Two wheeler Parking, Ramp Provision 1 31.75 0.230 0.50 3.65
Stair Case Room 1 3.22 0.230 2.86 2.12
Passage to Electrical Room 0 0.90 0.230 2.86 0.00
Electrical Room 1 2.83 0.230 2.86 1.86
Driver's Toilet 2 2.83 0.230 2.86 3.72
Two wheeler Parking 1 16.04 0.230 2.86 10.54
Entrance steps 1 1.50 0.230 0.90 0.31
BBM for RAMP wall 1 6.50 0.30 0.30 1.95
Standing Platform
Entrance Steps 0.5 2.60 1.50 0.60 0.78
Ramp for Car Entry 0.5 7.40 4.35 0.30 1.11
Rear Entry Steps 0.5 1.50 2.00 0.60 0.45
O1- Car Entry Openings 0 4.35 2.85 0.00
O2-Car Exit Openings 0 5.50 2.85 0.00
O4- passage to Electrical Room 0 0.90 2.40 0.00
O5- Stair Case Room Entry 0 2.47 2.85 0.00
Lintel+Sill Qty -4.58
28 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.
Toilet - WCs 1 2.60 3.30 8.58
29 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 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 0.00
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
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
32 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
33 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
34 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.
35 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
36 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.
37 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.
38 11.3 Vol-2, Pg -77 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, 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.
Collapsible Shutter 0.00
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. 0 5.30 0.00
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
Lift Entry (Temp Closer) 1 1.50 2.50 3.75
Sub total in Sqm 21.01
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 8.90 0.90 8.01
Waist Slab -3-B2 0 8.76 0.00 0.00
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 1 6.50 1.00 6.50
Extra SS Hand Rails
Rear Side Stair Steps 1 2.50 0.90 2.25
Disabled Toilet 0 0.00 0.30 0.00
Drive way 2 3.00 0.50 3.00
Considering 25 kg /sqm 20.17
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
Stair Case Room 1 16.50 2.90 47.85
Passage to Electrical Room 1 8.62 2.90 25.00
Electrical Room 1 8.92 2.90 25.87
Driver's Toilet 1 14.18 2.90 41.12
Car & Two wheeler Parking, Drive way 0.8 95.58 2.90 221.75
Below Plinth for peripheral walls
Lift Pit Raft:RCWL1 2 2.95 0.23 1.35
Lift Pit Wall:RCWL2 2 8.10 0.23 3.69
Around Periphery:RCWL3 2 92.70 0.23 42.27
Deduct 1/2 the area of the door & window openings
O1- Car Entry Openings 14 4.35 2.85 -173.57
O2-Car Exit Openings 2 5.50 2.85 -31.35
O4- passage to Electrical Room 1 0.90 2.40 -2.16
O5- Stair Case Room Entry 1 2.47 2.85 -7.04
EXTRA internal Plaster
Below wash Basin 1 1.20 0.90 1.08
For Corners 0 10.00 0.90 0.00
Toilet - WCs 1 2.60 3.00 7.80
Plastering for Beam Sides
For Horizontal Beams(2*Depth+Width)
Entrance - Beam - B4 2 5.03 1.13 11.37
Lobby - Beam - CB1 1 3.22 1.13 3.64
Stair Case Room - Beam - B5 1 5.03 1.13 5.68
Stair Case Room - Beam - B3 1 5.03 1.13 5.68
Passage to Electrical Room - Beam - B1 0 3.41 0.69 0.00
Electrical Room - Beam - B4 2 1.63 1.13 3.68
Rear Pial - Beam - B5 0 2.47 1.13 0.00
Driver's Toilet - Beam - B3 1 4.26 1.13 4.81
Car Parking - Beam - B5 2 4.80 1.13 10.85
Drive Way - Beam - B4 2 4.80 1.13 10.85
Drive Way - Beam - B7 2 6.20 1.13 14.01
Car Parking (Outer) - Beam - B5 2 6.20 1.13 14.01
Car Parking (Outer) - Beam - B4 2 5.95 1.13 13.45
Car Parking (Outer) - Beam - B2 4 2.90 0.83 9.63
Car Parking - Beam - B8 2 5.95 1.80 21.42
Car Parking (Curved) Stage - Beam - B4 1 4.50 1.13 5.09
Car Parking (Curved) Seating - Beam - B5 1 17.50 1.13 19.77
Car Parking (Curved) Seating - Beam - B7 1 21.35 1.13 24.13
Car Parking (Curved) Seating - Beam - B2 1 24.25 0.83 20.13
Car Parking (Curved) Outer - Beam - B2 1 31.70 0.83 26.31
Car Parking (Curved) Outer - Beam - B1 2 3.00 0.69 4.14
Car Parking (Curved) Outer - Beam - B8 2 3.50 1.80 12.60
Car & Two wheeler Parking, Drive way - Beam - B3 1 6.20 1.13 7.01
Car & Two wheeler Parking, Drive way - Beam - B4 1 6.20 1.13 7.01
For Vertical Beams(2*Depth+Width)
Entrance - Beam - B8 1 6.02 1.80 10.84
Stair Case Room - Beam - B7 1 3.22 1.13 3.64
Passage to Electrical Room - Beam - B7 1 0.90 1.13 1.02
Electrical Room - Beam - B7 1 2.83 1.13 3.20
Rear Pial - Beam - B5 2 6.02 1.13 13.61
Driver's Toilet - Beam - B7 1 6.02 1.13 6.80
Drive Way - Beam - B3 1 2.96 1.13 3.34
Drive Way - Beam - B1 1 1.80 0.69 1.24
Drive Way - Beam - B5 2 6.20 1.13 14.01
Drive Way - Beam - B6 2 6.20 1.13 14.01
Car Parking (Outer) - Beam - B4 1 4.80 1.13 5.42
Car Parking (Outer) - Beam - B3 4 4.80 1.13 21.70
Car Parking (Outer) - Beam - B1 3 2.00 0.69 4.14
Car Parking - Beam - B1 0 5.95 0.69 0.00
Car Parking (Curved) Stage - Beam - B1 2 3.65 0.69 5.04
Car Parking (Curved) Seating - Beam - B5 2 4.30 1.13 9.72
Car Parking (Curved) Seating - Beam - B7 2 4.30 1.13 9.72
Car Parking (Curved) Seating - Beam - B2 0 24.25 0.83 0.00
Car Parking (Curved) Outer - Beam - B1 7 3.10 0.69 14.97
Car & Two wheeler Parking, Drive way - Beam - B2 2 5.20 0.83 8.63
Car & Two wheeler Parking, Drive way - Beam - B2 2 5.20 0.83 8.63
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 43 688.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 81.32 81.32
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 18.20 36.39
Extra Extenral Plaster 0 0.00 0.00 0.00
Entrance Steps 1 2.60 1.20 3.12
Column Square 9 1.80 3.60 58.32
For Projections 1 30.00 1.20 36.00
FOR EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Periphery 0 0.00 0.65 0.00
Deduct the area of the door & window openings
O1- Car Entry Openings 14 4.35 2.85 -173.57
O2-Car Exit Openings 2 5.50 2.85 -31.35
O4- passage to Electrical Room 0 0.90 2.40 0.00
O5- Stair Case Room Entry 0 2.47 2.85 0.00
Washing Platform 0.00
0 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 0.00
For 4 Corners of Building 18.0 0.00
For 4 Offsets besides Front & Rear Lobby 10.0 0.00
52 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.
Entrance 1 5.03 3.00 15.09
Stair Case Room 0 5.03 3.22 0.00
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Rear Pial 1 2.47 1.83 4.52
Driver's Toilet 1 4.26 2.83 12.06
Car & Two wheeler Parking, Drive way 1 31.75 16.04 509.27
Slab Projection at curved 31.50 0.60 0.00
Landscaping Area - Right 0.00 0.50 0.00
Ceiling Quantity 577.71
Quantity is same as interior plaster : 820.15 Sq m. 820.15
Ceiling Quantity 577.71
53 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
Entrance 1 5.03 3.00 15.09
Stair Case Room 1 5.03 3.22 16.20
Rear Pial 1 2.47 1.83 4.52
Add for Thresholds
For study table 0.00
Room 3 & Library 0 0.00 0.60 0.00
At window Periphery
Entrance 1 16.06 0.10 1.61
Stair Case Room 1 16.50 0.10 1.65
Rear Pial 1 8.60 0.10 0.86
Deduct for Skirting
Entrance Steps 3 2.60 0.45 3.51
Ramp for Car Entry 2 7.40 0.45 6.66
Rear Entry Steps 3 1.50 0.45 2.03
54 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.
Adding 20% for skirting and Nosing 4.29
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
55 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
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Add for Thresholds
Passage to Electrical Room 1 8.62 0.10 0.86
Electrical Room 1 8.92 0.10 0.89
Deduct- skirting for Door Openings
56 9.6.1 Vol-2, Pg -59 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) Light shade pigment using white cement.
Concrete Tiles Flooring
Car & Two wheeler Parking, Drive way 1 31.75 16.04 509.27
Other area than Carpet Area 0.00
Landscaping Area - Left 0 0.00 0.00 0.00
Landscaping Area - Right 0 0.00 0.00 0.00
57 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.
For Toilet Flooring
Driver's Toilet 1 4.26 2.83 12.06
Add for Thresholds
58 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.
Driver's Toilet 1 14.18 3.00 42.54
59 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.
Painting for wall and ceiling
Quantity of Interior plaster 820.15
Quantity of ceiling 577.71
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
60 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.
Exterior Wall Painting - AntiFungal
Quantity same as exterior plaster+2 times the area of the chajja 433.09
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
61 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 21.01
For Steel Shutters 0.00
For MS Door frames
62 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 4.50
Multiplying Doors qty by 2.4 10.80
For Wooden Door Frames
63 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 20.51
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
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 Horizontal 1 0.00 0.00 0.00
64 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 2000 2000.00
65 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
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 Left Vertical 0 0.00 0.90 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
Meeting Hall - 1 0 0.00 3.85 0.00
66 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 89.49 0.00
Water proofing Quantity for OTS - Landscaping Portion 0.00
Landscaping Area - Left 0 0 0 0.00
Landscaping Area - Right 0 0 0 0.00
Periphery wall 1 92.70 1.50 139.05
Add 20% for Haunch 0.2 0.00 0.00
67 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 15 4.00 60.00
68 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
Entrance 1 5.03 3.00 15.09
Stair Case Room 1 5.03 3.22 16.20
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Rear Pial 1 2.47 1.83 4.52
Driver's Toilet 1 4.26 2.83 12.06
Car & Two wheeler Parking, Drive way 1 31.75 16.04 509.27
Other area than Carpet Area 0.00
Landscaping Area - Left 0 0.00 0.00 0.00
Landscaping Area - Right 0 0.00 0.00 0.00
Total 12,978,904 Cost/Sqft 1,914.46
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
68 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
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 .
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 4.75 99.75 0.00 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 5.10 107.10 0.00 107.10
3 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
4 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
5 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
6 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m3 5918.00 295.90 6213.90 0.00 6213.90
7 2.2.3 Vol-1, Pg -15 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 6227.00 311.35 6538.35 0.00 6538.35
8 SL No-1, 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. a: Foundation upto plinth Isolated for Percentage on finished rate of concrete per m3 is 8% m3 0.08 0.00 0.08 0.00 0.08
9 2.3.2 Vol-1, Pg -16 Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6371.00 318.55 6689.55 0.00 6689.55
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
12 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
13 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
14 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
15 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
16 2.4.2 Vol-1, Pg -16 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 0.50 m 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6221.00 311.05 6532.05 0.00 6532.05
17 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
18 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 336.70 7070.70 0.00 7070.70
19 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
20 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
21 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 336.70 7070.70 0.00 7070.70
22 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
23 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
24 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
25 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
26 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
27 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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. m3 8846.00 442.30 9288.30 0.00 9288.30
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
28 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
29 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
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 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
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
32 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
33 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
34 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
35 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
36 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
37 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
38 11.3 Vol-2, Pg -77 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, 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 8276.00 413.80 8689.80 0.00 8689.80
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
0 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
52 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
53 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
54 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
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
55 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
56 9.6.1 Vol-2, Pg -59 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) Light shade pigment using white cement. m2 1265.00 63.25 1328.25 0.00 1328.25
57 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 44.25 929.25 0.00 929.25
58 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 0.00 1518.30
59 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 8.23.2 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
60 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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. m2 283.00 14.15 297.15 0.00 297.15
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
61 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
62 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
63 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
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 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 2242.00 112.10 2354.10 0.00 2354.10
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 98.90 2076.90 0.00 2076.90
64 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
65 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 0.00 4203.15
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 3602.00 180.10 3782.10 0.00 3782.10
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 3043.00 152.15 3195.15 0.00 3195.15
66 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
67 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
68 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
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
68 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
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
Stilt Floor MEASUREMENTS AND ABSTRACT OF 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 1 1.00
Ladies Toilet 0 0.00
2 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
3 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
4 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
5 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
6 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
7 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
8 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
9 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.
10 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
11 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
12 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
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.
Quantity taken as excavation quantity m3 108.00 279.30 30164.4
14 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 1.00 1.00
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 1000 2000
storage capacity (1500LNos-0) 0 1500 0
storage capacity (2000LNos-0) 0 2000 0
16 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
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
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 20 20.00
from Over head storage water tank to GF 2 15 30.00
Rising main 0 0 0.00
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 20 20.00
From OHT along the wall (25mm) to 20mm dia pipe 2 5 10.00
From 25mm dia along wall to 20mm dia pipe 2 8 16.00
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 Cold) for inside Building 2 8 16.00
from out source water line to building 2 8 16.00
20 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 2 4 8.00
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 5 5.00
Total Each 5.00 339.15 1695.75
22 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
Block No 5 5.00
Total Each 5.00 328.65 1643.25
Total 251,865.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Nos 1.00 #REF! #REF!
0 #REF! #REF! #REF!
Wash Basin 0 2 0.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 0 0.00
Toilets 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR: PWD Common SoR 2023-2024 Roads
RATE ANLYSIS OF 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 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
3 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
4 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
5 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
6 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
7 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
8 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
9 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
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 35.10 737.10 0.00 737.10 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 42.75 897.75 0.00 897.75 2052
10 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
11 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
12 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
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
14 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
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 0.45 9.45 0.00 9.45 13.34 13.78
16 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
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 26.80 562.80 0.00 562.80 13.31.5 13.87.5 300
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 20.00 420.00 0.00 420.00 13.31.4 13.87.4 215
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 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
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 18.95 397.95 0.00 397.95 13.32.2 13.86.2 210
20 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
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 16.15 339.15 0.00 339.15 37.28.1
22 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 313.00 15.65 328.65 0.00 328.65 37.35
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Stilt Floor Sanitary Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
Stilt Floor MEASUREMENTS AND ABSTRACT OF SANITARY WORKS
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 0 0.00
Ladies toiles 0 0.00
Total Each 1.00 5128.20 5128.2
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 0 0.00
Ladies toiles 0 0.00
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 4 1.00 4.00
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 1 1 1.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 0 1 0.00
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 1 1 1.00
Gents Toilets 0 1 0.00
Ladies toiles 0 1 0.00
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 0 1 0.00
Ladies toiles 0 1 0.00
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 1 1.0
Gents Toilet 0 0.0
Ladies Toilet 0 0.0
Toilets 1 1.0 c
Total Each 2.00 1281.00 2562
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 1 1.00
Gents Toilet 1 0 0.00
Ladies Toilet 1 0 0.00
Toilets 1 1 1.00
9 14.40.2 Vol-2, Pg -137 600 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 1 1.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
10 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
11 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 2 5 10.0
For Sullage 2 5 10.0
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. (No's frames x 1.75 length x 3.5 kg)
Angle frame below Wash basin slab
Hand wash 1 2.2 1.5 3.3
Gents toilet 0 2.4 1.75 0.0
Ladies Toilet 0 2.4 1.75 0.0
13 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 1 1.5 0.6 0.9
Gents toilet 0 1 0.6 0.0
Ladies Toilet 0 1.2 0.6 0.0
14 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 2 1 2.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 2 0 0.00
Total Each 2.00 2710.05 5420.1
15 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 1 2.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 1 2 2.00
Total 93,100.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 1 GL #VALUE!
Gents Toilets 0 FF #VALUE!
Ladies toiles 0 SL #VALUE!
Nos #VALUE! #REF! #REF!
0 #REF! #REF! #REF!
Total Rmt 0 #REF! #REF!
0 #REF! #REF! #REF!
Hand wash 1 1.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
PWD - 2018-19 SR Belagavi Circle
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 14.40.2 Vol-2, Pg -137 600 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 24.80 520.80 0.00 520.80
10 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
11 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
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 108.00 5.40 113.40 0.00 113.40
13 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
14 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
15 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 2532.00 126.60 2658.60 0.00 2658.60 13.38
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
PWD - 2018-19 SR Belagavi Circle
Estimate for Ground Floor (Civil Works)
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
MEASUREMENTS & ABSTRACT OF GROUND FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate (Rs) Amount
1 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
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
2.5.2 Vol-1, Pg -16 R C C for Roof Beam 5% 249.949245
Horizontal - 5356.06
Lobby Front (Roof Cut) - Beam - B5 2 4.80 0.23 0.60 1.32
Lobby Front - Beam - CB1 1 3.20 0.23 0.60 0.44
Stair Case Room - Beam - B5 1 5.03 0.23 0.60 0.69
Passage to Electrical Room - Beam - B3 1 5.03 0.23 0.60 0.69
Electrical Room - Beam - B4 2 1.63 0.23 0.60 0.45
Ladies Toilet - Beam - B3 2 4.80 0.23 0.60 1.32
WCs (Ladies) - Beam - B1 2 1.10 0.23 0.38 0.19
Passage infront of Ladies Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
Gents Toilet - Beam - B5 1 4.80 0.23 0.60 0.66
Handicapped toilet - Beam - B3 1 4.80 0.23 0.60 0.66
Lobby Rear - Beam - B5 1 6.15 0.23 0.60 0.85
Ante (Officer) - Beam - B5 1 1.80 0.23 0.60 0.25
Toilet (Officer) - Beam - B2 2 1.80 0.23 0.45 0.37
Corridor Stage Backside - Beam - B2 2 2.90 0.23 0.45 0.60
Corridor - Beam - B4 2 7.40 0.23 0.60 2.04
Waiting Lounge - Beam - B2 2 4.30 0.23 0.45 0.89
VIP Lounge - Beam - B2 2 10.80 0.23 0.45 2.24
Toilet (VIP) - Beam - B8 1 5.50 0.30 0.90 1.49
Stair Case (Rear) - Beam - B4 1 5.77 0.23 0.60 0.80
Stair Case (Rear) - Beam - B8 1 5.77 0.30 0.90 1.56
Stage (Auditorium) - Beam - B2 1 4.50 0.23 0.45 0.47
Corridor (Aditorium) - Beam - B2 0 0.00 0.23 0.45 0.00
Camera Area (Aditorium) - Beam - B4 0 0.00 0.23 0.60 0.00
Seating Step-1 (Aditorium) - Beam - B2 0 0.00 0.23 0.45 0.00
Seating Step-2 (Aditorium) - Beam - B2 0 0.00 0.23 0.45 0.00
Seating Step-3 (Aditorium) - Beam - B5 1 17.50 0.23 0.60 2.42
Seating Step-4 (Aditorium) - Beam - B2 0 0.00 0.23 0.45 0.00
Seating Step-5 (Aditorium) - Beam - B7 1 21.35 0.23 0.60 2.95
Seating Step-6 (Aditorium) - Beam - B2 1 24.25 0.23 0.45 2.51
Curved Outer provision - Beam - B2 1 31.70 0.23 0.45 3.28
Stair Beam projections - Beam - CB1 3 2.45 0.23 0.60 1.01
Lobby Front (Roof Cut) - Beam - B8 2 11.93 0.30 0.90 6.44
Lobby Front - Beam - B5 2 12.53 0.23 0.60 3.46
Stair Case Room - Beam - B5 1 3.22 0.23 0.60 0.44
Passage to Electrical Room - Beam - B1 1 3.22 0.23 0.38 0.28
Electrical Room - Beam - B7 1 6.05 0.23 0.60 0.83
Ladies Toilet - Beam - B5 2 2.83 0.23 0.60 0.78
WCs (Ladies) - Beam - B1 3 2.83 0.23 0.38 0.74
Passage infront of Ladies Toilet - Beam - B3 1 2.83 0.23 0.60 0.39
Gents Toilet - Beam - B5 2 2.83 0.23 0.60 0.78
Handicapped toilet - Beam - B1 1 1.50 0.23 0.38 0.13
Lobby Rear - Beam - B5 1 6.15 0.23 0.60 0.85
Lobby Rear - Beam - B6 1 6.15 0.23 0.60 0.85
Lobby Rear - Beam - B8 1 6.15 0.30 0.90 1.66
Lobby Rear - Beam - B3 3 4.80 0.23 0.60 1.99
Ante (Officer) - Beam - B2 1 2.40 0.23 0.45 0.25
Toilet (Officer) - Beam - B2 1 1.80 0.23 0.45 0.19
Corridor Stage Backside - Beam - B1 1 2.00 0.23 0.38 0.17
Corridor - Beam - B1 2 2.00 0.23 0.38 0.35
Waiting Lounge - Beam - B1 3 3.10 0.23 0.38 0.81
VIP Lounge - Beam - B1 3 3.10 0.23 0.38 0.81
Toilet (VIP) - Beam - B1 1 2.00 0.23 0.38 0.17
Stair Case (Rear) - Beam - B2 1 2.00 0.23 0.45 0.21
Stage (Auditorium) - Beam - B1 1 5.04 0.23 0.38 0.44
Corridor (Aditorium) - Beam - B1 0 2.20 0.23 0.38 0.00
Camera Area (Aditorium) - Beam - B1 2 2.20 0.23 0.38 0.38
Seating Step-1 (Aditorium) - Beam - B1 0 1.10 0.23 0.38 0.00
Seating Step-2 (Aditorium) - Beam - B1 0 1.10 0.23 0.38 0.00
Seating Step-3 TO 6 (Aditorium) - Beam - B7 2 4.30 0.23 0.60 1.19
Seating Step-4 (Aditorium) - Beam - B1 0 1.10 0.23 0.38 0.00
Seating Step-5 (Aditorium) - Beam - B1 0 1.10 0.23 0.38 0.00
Seating Step- 5 to 6 (Aditorium) - Beam - B7 2 0.94 0.23 0.60 0.26
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
2.5.2 Vol-1, Pg -16 RCC For Slab
Lobby Front (Roof Cut) 0 4.80 11.93 0.15 0.00
Passage to Electrical Room 1 3.41 0.90 0.15 0.46 1 5.5 6.77
Electrical Room 1 1.63 2.83 0.15 0.69 1 28.5 2
Passage infront of Ladies Toilet 1 1.40 2.46 0.15 0.52 1 27.23 2
Handicapped toilet 1 1.80 1.50 0.15 0.41 6 1.05 1.5
Corridor Stage Backside 1 2.81 3.16 0.15 1.33 1 14.23 2
Stair Case (Rear) 0 5.77 2.00 0.15 0.00
Stage (Auditorium) 0 7.29 5.04 0.15 0.00
Corridor (Aditorium) 0 14.30 2.20 0.15 0.00
Camera Area (Aditorium) 0 4.50 2.20 0.15 0.00
Seating Step-1 (Aditorium) 0 5.60 1.10 0.15 0.00
Seating Step-2 (Aditorium) 0 6.30 1.10 0.15 0.00
Seating Step-3 (Aditorium) 0 19.45 1.10 0.15 0.00
Seating Step-4 (Aditorium) 0 21.20 1.10 0.15 0.00
Seating Step-5 (Aditorium) 0 22.80 1.10 0.15 0.00
Seating Step-6 (Aditorium) 0 24.20 0.94 0.15 0.00
Seating Area Row-1 0 6.00 1.55 0.15 0.00
Seating Area Row-2 0 7.40 1.55 0.15 0.00
Seating Area Row-3 0 19.30 1.55 0.15 0.00
Seating Area Row-4 0 20.60 1.55 0.15 0.00
Slab Projection at curved 1 31.50 0.60 0.15 2.84
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
5 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%
Shuttering, Centering & Scaffolding for Curved Slabs
For RCC Slab Concrete Cost
2.5.2 Vol-1, Pg -16 R C C for Staircase
5 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%
Shuttering, Centering & Scaffolding for StairCase
For Stair Case Concrete Cost
6 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Sill for for 23 cm Brick masonry wall
Lobby Front (Roof Cut) 1 4.80 0.230 0.075 0.08
Stair Case Room 2 5.03 0.230 0.075 0.17
Passage to Electrical Room 0 3.41 0.230 0.075 0.00
Electrical Room 1 1.63 0.230 0.075 0.03
Ladies Toilet 1 4.80 0.230 0.075 0.08
Passage infront of Ladies Toilet 1 3.57 0.230 0.075 0.06
Gents Toilet 1 2.77 0.230 0.075 0.05
Handicapped toilet 2 1.80 0.230 0.075 0.06
Toilet (Officer) 1 1.80 0.230 0.075 0.03
Corridor Stage Backside 1 4.00 0.230 0.075 0.07
Waiting Lounge 2 9.40 0.230 0.075 0.32
Stair Case (Rear) 2 5.77 0.230 0.075 0.20
Stage (Auditorium) 0 7.29 0.230 0.075 0.00
Corridor (Aditorium) 1 14.30 0.230 0.075 0.25
Camera Area (Aditorium) 1 4.50 0.230 0.075 0.08
Seating Step-1 (Aditorium) 4 5.60 0.230 0.075 0.39
Seating Step-2 (Aditorium) 4 6.30 0.230 0.075 0.43
Seating Step-3 (Aditorium) 1 19.45 0.230 0.075 0.34
Seating Step-4 (Aditorium) 1 21.20 0.230 0.075 0.37
Seating Step-5 (Aditorium) 1 22.80 0.230 0.075 0.39
Seating Step-6 (Aditorium) 1 24.20 0.230 0.075 0.42
Steps for seating Rows 15 1.20 0.230 0.075 0.31
Steps for Stage 2 1.50 0.230 0.075 0.05
Lobby Front (Roof Cut) 1 11.93 0.230 0.075 0.21
Stair Case Room 1 3.22 0.230 0.075 0.06
Passage to Electrical Room 0 0.90 0.230 0.075 0.00
Electrical Room 1 2.83 0.230 0.075 0.05
Ladies Toilet 2 2.83 0.230 0.075 0.10
Passage infront of Ladies Toilet 1 2.46 0.230 0.075 0.04
Gents Toilet 2 2.96 0.230 0.075 0.10
Handicapped toilet 1 1.50 0.230 0.075 0.03
Toilet (Officer) 1 1.80 0.230 0.075 0.03
Corridor Stage Backside 1 3.16 0.230 0.075 0.05
Waiting Lounge 1 4.70 0.230 0.075 0.08
Stair Case (Rear) 1 2.00 0.230 0.075 0.03
Stage (Auditorium) 0 5.04 0.230 0.075 0.00
Corridor (Aditorium) 0 2.20 0.230 0.075 0.00
Camera Area (Aditorium) 2 2.20 0.230 0.075 0.08
Seating Step-1 (Aditorium) 0 1.10 0.230 0.075 0.00
Seating Step-2 (Aditorium) 0 1.10 0.230 0.075 0.00
Seating Step-3 (Aditorium) 0 1.10 0.230 0.075 0.00
Seating Step-4 (Aditorium) 0 1.10 0.230 0.075 0.00
Seating Step-5 (Aditorium) 0 1.10 0.230 0.075 0.00
Seating Step-6 (Aditorium) 0 0.94 0.230 0.075 0.00
Seating Steps 2 31.00 0.230 0.075 1.07
Window Projections 6 0.40 0.115 0.075 0.02
R C C Lintel Beam
Lobby Front (Roof Cut) 1 4.80 0.230 0.15 0.17
Stair Case Room 2 5.03 0.230 0.15 0.35
Passage to Electrical Room 0 3.41 0.230 0.15 0.00
Electrical Room 1 1.63 0.230 0.15 0.06
Ladies Toilet 1 4.80 0.230 0.15 0.17
Passage infront of Ladies Toilet 1 3.57 0.230 0.15 0.12
Gents Toilet 1 2.77 0.230 0.15 0.10
Handicapped toilet 2 1.80 0.230 0.15 0.12
Toilet (Officer) 1 1.80 0.230 0.15 0.06
Corridor Stage Backside 1 4.00 0.230 0.15 0.14
Waiting Lounge 2 9.40 0.230 0.15 0.65
Stair Case (Rear) 2 5.77 0.230 0.15 0.40
Stage (Auditorium) 0 7.29 0.230 0.15 0.00
Lobby Front (Roof Cut) 1 11.93 0.20 0.15 0.36
Stair Case Room 1 3.22 0.20 0.15 0.10
Passage to Electrical Room 0 0.90 0.20 0.15 0.00
Electrical Room 1 2.83 0.20 0.15 0.08
Ladies Toilet 2 2.83 0.20 0.15 0.17
Gents Toilet 2 2.96 0.20 0.15 0.18
Handicapped toilet 1 1.50 0.20 0.15 0.05
Ante (Officer) 1 2.40 0.20 0.15 0.07
Toilet (Officer) 1 1.80 0.20 0.15 0.05
Corridor Stage Backside 1 3.16 0.20 0.15 0.09
Waiting Lounge 1 4.70 0.20 0.15 0.14
Stair Case (Rear) 1 2.00 0.20 0.15 0.06
Stage (Auditorium) 0 5.04 0.20 0.15 0.00
Corridor (Aditorium) 0 2.20 0.20 0.15 0.00
Seating Step-1 (Aditorium) 0 1.10 0.20 0.15 0.00
Seating Step-2 (Aditorium) 0 1.10 0.20 0.15 0.00
Seating Step-3 (Aditorium) 0 1.10 0.20 0.15 0.00
Seating Step-4 (Aditorium) 0 1.10 0.20 0.15 0.00
Seating Step-5 (Aditorium) 0 1.10 0.20 0.15 0.00
Seating Step-6 (Aditorium) 0 0.94 0.20 0.15 0.00
Lintel For Partition Wall
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
2.5.1 Vol-1, Pg -16 R C C for Chajja
Around OTS Portion 1 0.00 0.60 0.100 0.00
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 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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.
BBM From GF To FF
Lobby Front (Roof Cut) 1 4.80 0.230 3.01 3.32
Stair Case Room 2 5.03 0.230 3.01 6.96
Passage to Electrical Room 0 3.41 0.230 3.01 0.00
Electrical Room 1 1.63 0.230 3.01 1.13
Ladies Toilet 1 4.80 0.230 3.01 3.32
Passage infront of Ladies Toilet 1 3.57 0.230 3.01 2.47
Gents Toilet 1 2.77 0.230 3.01 1.92
Handicapped toilet 2 1.80 0.230 3.01 2.49
Toilet (Officer) 1 1.80 0.230 3.01 1.25
Corridor Stage Backside 1 4.00 0.230 3.01 2.77
Waiting Lounge 2 9.40 0.230 3.01 13.01
Stair Case (Rear) 2 5.77 0.230 3.01 7.98
Stage (Auditorium) 0 7.29 0.230 3.01 0.00
Corridor (Aditorium) 1 14.30 0.230 0.60 1.97
Camera Area (Aditorium) 1 4.50 0.230 1.80 1.86
Seating Step-1 (Aditorium) 4 5.60 0.230 0.50 2.58
Seating Step-2 (Aditorium) 4 6.30 0.230 1.00 5.80
Seating Step-3 (Aditorium) 1 19.45 0.230 0.50 2.24
Seating Step-4 (Aditorium) 1 21.20 0.230 0.50 2.44
Seating Step-5 (Aditorium) 1 22.80 0.230 0.50 2.62
Seating Step-6 (Aditorium) 1 24.20 0.230 0.50 2.78
Steps for seating Rows 15 1.20 0.230 0.30 1.24
Steps for Stage 2 1.50 0.230 0.60 0.41
Lobby Front (Roof Cut) 1 11.93 0.230 3.01 8.25
Stair Case Room 1 3.22 0.230 3.01 2.23
Passage to Electrical Room 0 0.90 0.230 3.01 0.00
Electrical Room 1 2.83 0.230 3.01 1.96
Ladies Toilet 2 2.83 0.230 3.01 3.92
Passage infront of Ladies Toilet 1 2.46 0.230 1.50 0.85
Gents Toilet 2 2.96 0.230 3.01 4.10
Handicapped toilet 1 1.50 0.230 3.01 1.04
Toilet (Officer) 1 1.80 0.230 3.01 1.25
Corridor Stage Backside 1 3.16 0.230 3.01 2.19
Waiting Lounge 1 4.70 0.230 3.01 3.25
Stair Case (Rear) 1 2.00 0.230 3.01 1.38
Stage (Auditorium) 0 5.04 0.230 3.01 0.00
Corridor (Aditorium) 0 2.20 0.230 3.01 0.00
Camera Area (Aditorium) 2 2.20 0.230 1.80 1.82
Seating Step-1 (Aditorium) 0 1.10 0.230 3.01 0.00
Seating Step-2 (Aditorium) 0 1.10 0.230 3.01 0.00
Seating Step-3 (Aditorium) 0 1.10 0.230 3.01 0.00
Seating Step-4 (Aditorium) 0 1.10 0.230 3.01 0.00
Seating Step-5 (Aditorium) 0 1.10 0.230 3.01 0.00
Seating Step-6 (Aditorium) 0 0.94 0.230 3.01 0.00
Seating Steps 2 31.00 0.230 0.50 7.13
O1- Front to Rear Lobby 0 2.47 0.23 3.00 0.00
O2- Towards Rear Corridor 0 3.00 0.23 3.00 0.00
O3- Stair Case Room 0 3.60 0.23 3.00 0.00
O4- Passage to Electrical Room 0 0.90 0.23 2.40 0.00
O5- Passage to Toilet 0 2.40 0.23 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 0.23 2.40 0.00
O7- Seating Steps Avg 0 20.00 0.23 2.40 0.00
O8- Outer Periphery Curved 0 32.00 0.23 3.40 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 3.45 0.00
Toilet - WCs 2 2.70 3.40 18.36
Window Projections 6 0.40 1.50 3.60
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 16.45 2303.54
Chajja @ 110 Kg/Sqm 110 4.48 493.02
Slab Beam @ 180 Kg/Cum 180 63.40 11412.00
Stair case @ 35 Kg/Cum 35 24.93 872.55
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.
Toilet Rooms 4 1.50 1.80 0.20 2.16
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).
Teakwood Frame 0.00
Ventilators 0.00
13 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
14 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 Wooden Door 0.00
15 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
16 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
17 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.
18 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
19 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
20 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
21 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
22 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
23 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. 1 5.30 5.30
24 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
25 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)
26 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
27 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 2.00 3.40 13.60
Entrance at staircase C type 0 1.50 3.40 0.00
Stair case 0 0.00 0.00 0.00
28 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 0 10.20 0.90 0.00
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
Camera Area 1 11.00 1.20 13.20
Lobby Stair 1 7.00 1.20 8.40
Handicapped Toilet 1 3.00 0.30 0.90
Considering 25 kg /sqm 50.76
29 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
Lobby Front (Roof Cut) 1 33.46 3.00 100.38
Lobby Front 1 30.46 3.00 91.38
Stair Case Room 1 16.50 3.00 49.50
Passage to Electrical Room 1 8.62 3.00 25.86
Electrical Room 1 8.92 3.00 26.76
Ladies Toilet 1 12.80 3.00 38.40
WCs (Ladies) 2 5.20 3.00 31.20
Passage infront of Ladies Toilet 1 7.72 3.00 23.16
Gents Toilet 1 10.04 3.00 30.12
Handicapped toilet 1 6.60 3.00 19.80
Lobby Rear 1 33.92 3.00 101.76
Ante (Officer) 1 8.40 3.00 25.20
Toilet (Officer) 1 7.20 3.00 21.60
Corridor Stage Backside 1 11.94 3.00 35.82
Waiting Lounge 1 28.20 3.00 84.60
VIP Lounge 1 32.20 3.00 96.60
Toilet (VIP) 1 9.40 3.00 28.20
Stair Case (Rear) 1 15.54 3.00 46.62
Stage (Auditorium) 1 24.66 3.00 73.98
Corridor (Aditorium) 1 33.00 3.00 99.00
Camera Area (Aditorium) 1 13.40 3.00 40.20
Seating Step-1 (Aditorium) 2 13.40 3.00 80.40
Seating Step-2 (Aditorium) 2 14.80 3.00 88.80
Seating Step-3 (Aditorium) 1 41.10 3.00 123.30
Seating Step-4 (Aditorium) 1 44.60 3.00 133.80
Seating Step-5 (Aditorium) 1 47.80 3.00 143.40
Seating Step-6 (Aditorium) 1 50.28 3.00 150.84
EXTRA internal Plaster
Loft/Racks 0.00
Columns in Lounges 12 1.80 3.60 77.76
Camera Area 1 10.20 2.00 20.40
Seating Area Steps 14 1.20 0.90 15.12
For Corners 0 10.00 0.90 0.00
wall Pantry Platform 0 0.75 1.00 0.00
Deduct the area of the door & window openings
O1- Front to Rear Lobby 1 2.47 3.00 -7.41
O2- Towards Rear Corridor 1 3.00 3.00 -9.00
O3- Stair Case Room 1 3.60 3.00 -10.80
O4- Passage to Electrical Room 1 0.90 2.40 -2.16
O5- Passage to Toilet 1 2.40 2.40 -5.76
O6-Entry for waiting Lounge 1 2.90 2.40 -6.96
O7- Seating Steps Avg 5 20.00 2.40 -240.00
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Beam sides PLASTER
Lobby Front (Roof Cut) - Beam - B5 2 4.80 1.13 10.85
Lobby Front - Beam - CB1 1 3.20 1.13 3.62
Stair Case Room - Beam - B5 1 5.03 1.13 5.68
Passage to Electrical Room - Beam - B3 1 5.03 1.13 5.68
Electrical Room - Beam - B4 2 1.63 1.13 3.68
Ladies Toilet - Beam - B3 2 4.80 1.13 10.85
WCs (Ladies) - Beam - B1 2 1.10 0.69 1.52
Passage infront of Ladies Toilet - Beam - B3 1 4.80 1.13 5.42
Gents Toilet - Beam - B5 1 4.80 1.13 5.42
WCs (Gents) - Beam - B1 1 1.10 0.69 0.76
Handicapped toilet - Beam - B3 1 4.80 1.13 5.42
Lobby Rear - Beam - B5 1 6.15 1.13 6.95
Office - Beam - B7 2 6.26 1.13 14.15
Officer - Beam - B5 1 4.22 1.13 4.77
Ante (Officer) - Beam - B5 1 1.80 1.13 2.03
Toilet (Officer) - Beam - B2 2 1.80 0.83 2.99
Corridor Stage Backside - Beam - B2 2 2.90 0.83 4.81
Corridor - Beam - B4 2 7.40 1.13 16.72
Waiting Lounge - Beam - B2 2 4.30 0.83 7.14
VIP Lounge - Beam - B2 2 10.80 0.83 17.93
Ante (VIP) - Beam - B2 1 5.50 0.83 4.57
Toilet (VIP) - Beam - B8 1 5.50 1.80 9.90
Stair Case (Rear) - Beam - B4 1 5.77 1.13 6.52
Stair Case (Rear) - Beam - B8 1 5.77 1.80 10.39
Stage (Auditorium) - Beam - B2 1 4.50 0.83 3.74
Corridor (Aditorium) - Beam - B2 0 0.00 0.83 0.00
Camera Area (Aditorium) - Beam - B4 0 0.00 1.13 0.00
Seating Step-1 (Aditorium) - Beam - B2 0 0.00 0.83 0.00
Seating Step-2 (Aditorium) - Beam - B2 0 0.00 0.83 0.00
Seating Step-3 (Aditorium) - Beam - B5 1 17.50 1.13 19.77
Seating Step-4 (Aditorium) - Beam - B2 0 0.00 0.83 0.00
Seating Step-5 (Aditorium) - Beam - B7 1 21.35 1.13 24.13
Seating Step-6 (Aditorium) - Beam - B2 1 24.25 0.83 20.13
Curved Outer provision - Beam - B2 1 31.70 0.83 26.31
Stair Beam projections - Beam - CB1 3 2.45 1.13 8.31
Lobby Front (Roof Cut) - Beam - B8 2 11.93 1.80 42.95
Lobby Front - Beam - B5 2 12.53 1.13 28.32
Stair Case Room - Beam - B5 1 3.22 1.13 3.64
Passage to Electrical Room - Beam - B1 1 3.22 0.69 2.22
Electrical Room - Beam - B7 1 6.05 1.13 6.84
Ladies Toilet - Beam - B5 2 2.83 1.13 6.40
WCs (Ladies) - Beam - B1 3 2.83 0.69 5.86
Passage infront of Ladies Toilet - Beam - B3 1 2.83 1.13 3.20
Gents Toilet - Beam - B5 2 2.83 1.13 6.40
WCs (Gents) - Beam - B1 1 1.50 0.69 1.03
Handicapped toilet - Beam - B1 1 1.50 0.69 1.03
Lobby Rear - Beam - B5 1 6.15 1.13 6.95
Lobby Rear - Beam - B6 1 6.15 1.13 6.95
Lobby Rear - Beam - B8 1 6.15 1.80 11.07
Lobby Rear - Beam - B3 3 4.80 1.13 16.27
Office - Beam - B6 2 6.15 1.13 13.90
Officer - Beam - B3 2 4.54 1.13 10.26
Ante (Officer) - Beam - B2 1 2.40 0.83 1.99
Toilet (Officer) - Beam - B2 1 1.80 0.83 1.49
Corridor Stage Backside - Beam - B1 1 2.00 0.69 1.38
Corridor - Beam - B1 2 2.00 0.69 2.76
Waiting Lounge - Beam - B1 3 3.10 0.69 6.42
VIP Lounge - Beam - B1 3 3.10 0.69 6.42
Ante (VIP) - Beam - B1 2 3.10 0.69 4.28
Toilet (VIP) - Beam - B1 1 2.00 0.69 1.38
Stair Case (Rear) - Beam - B2 1 2.00 0.83 1.66
Stage (Auditorium) - Beam - B1 1 5.04 0.69 3.48
Corridor (Aditorium) - Beam - B1 0 2.20 0.69 0.00
Camera Area (Aditorium) - Beam - B1 2 2.20 0.69 3.04
Seating Step-1 (Aditorium) - Beam - B1 0 1.10 0.69 0.00
Seating Step-2 (Aditorium) - Beam - B1 0 1.10 0.69 0.00
Seating Step-3 TO 6 (Aditorium) - Beam - B7 2 4.30 1.13 9.72
Seating Step-4 (Aditorium) - Beam - B1 0 1.10 0.69 0.00
Seating Step-5 (Aditorium) - Beam - B1 0 1.10 0.69 0.00
Seating Step- 5 to 6 (Aditorium) - Beam - B7 2 0.94 1.13 2.12
30 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 43 688.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 273.12 273.12
31 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 3.60 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
O1- Front to Rear Lobby 0 2.47 3.00 0.00
O2- Towards Rear Corridor 0 3.00 3.00 0.00
O3- Stair Case Room 0 3.60 3.00 0.00
O4- Passage to Electrical Room 0 0.90 2.40 0.00
O5- Passage to Toilet 0 2.40 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 2.40 0.00
O7- Seating Steps Avg 0 20.00 2.40 0.00
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Washing Platform 0.00
Structual Glazing 0.00
0 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 0.00
Crnr Rows L 0.00
For 4 Corners of Building 0.00
For 4 Offsets besides Front & Rear Lobby 0.00
32 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.
Lobby Front (Roof Cut) 0 4.80 11.93 0.00
Lobby Front 1 2.70 12.53 33.83
Stair Case Room 0 5.03 3.22 0.00
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Gents Toilet 1 2.77 2.25 6.23
Handicapped toilet 1 1.80 1.50 2.70
Lobby Rear 1 6.15 10.81 66.48
Ante (Officer) 1 1.80 2.40 4.32
Toilet (Officer) 1 1.80 1.80 3.24
Corridor Stage Backside 1 2.81 3.16 8.88
Corridor 1 7.40 2.00 14.80
Waiting Lounge 1 9.40 4.70 44.18
VIP Lounge 1 11.40 4.70 53.58
Toilet (VIP) 1 2.70 2.00 5.40
Stair Case (Rear) 0 5.77 2.00 0.00
Stage (Auditorium) 0 7.29 5.04 0.00
Corridor (Aditorium) 0 14.30 2.20 0.00
Camera Area (Aditorium) 0 4.50 2.20 0.00
Seating Step-1 (Aditorium) 0 5.60 1.10 0.00
Seating Step-2 (Aditorium) 0 6.30 1.10 0.00
Seating Step-3 (Aditorium) 0 19.45 1.10 0.00
Seating Step-4 (Aditorium) 0 21.20 1.10 0.00
Seating Step-5 (Aditorium) 0 22.80 1.10 0.00
Seating Step-6 (Aditorium) 0 24.20 0.94 0.00
Seating Area Row-1 0 6.00 1.55 0.00
Seating Area Row-2 0 7.40 1.55 0.00
Seating Area Row-3 0 19.30 1.55 0.00
Seating Area Row-4 0 20.60 1.55 0.00
Slab Projection at curved 1 31.50 0.60 18.90
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 : 2292.02 Sq m 2292.02
Ceiling Quantity 374.97
33 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 2.70 12.53 33.83
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Lobby Rear 1 6.15 10.81 66.48
Corridor Stage Backside 1 2.81 3.16 8.88
Corridor 1 7.40 2.00 14.80
Corridor (Aditorium) 1 14.30 2.20 31.46
Granite Skirting
Lobby Front 1 30.46 0.10 3.05
Passage infront of Ladies Toilet 1 7.72 0.10 0.77
Lobby Rear 1 33.92 0.10 3.39
Corridor Stage Backside 1 11.94 0.10 1.19
Corridor 1 18.80 0.10 1.88
Corridor (Aditorium) 1 33.00 0.10 3.30
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Periphery
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
34 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% 12.72
35 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
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ante (Officer) 1 1.80 2.40 4.32
Waiting Lounge 1 9.40 4.70 44.18
VIP Lounge 1 11.40 4.70 53.58
Camera Area (Aditorium) 1 4.50 2.20 9.90
Seating Step-1 (Aditorium) 2 5.60 1.10 12.32
Seating Step-2 (Aditorium) 2 6.30 1.10 13.86
Seating Step-3 (Aditorium) 1 19.45 1.10 21.40
Seating Step-4 (Aditorium) 1 21.20 1.10 23.32
Seating Step-5 (Aditorium) 1 22.80 1.10 25.08
Seating Step-6 (Aditorium) 1 24.20 0.94 22.75
Add for Thresholds
Passage to Electrical Room 1 8.62 0.10 0.86
Electrical Room 1 8.92 0.10 0.89
Ante (Officer) 1 8.40 0.10 0.84
Waiting Lounge 1 28.20 0.10 2.82
VIP Lounge 1 32.20 0.10 3.22
Camera Area (Aditorium) 1 13.40 0.10 1.34
Seating Step-1 (Aditorium) 2 13.40 0.10 2.68
Seating Step-2 (Aditorium) 2 14.80 0.10 2.96
Seating Step-3 (Aditorium) 1 41.10 0.10 4.11
Seating Step-4 (Aditorium) 1 44.60 0.10 4.46
Seating Step-5 (Aditorium) 1 47.80 0.10 4.78
Seating Step-6 (Aditorium) 1 50.28 0.10 5.03
Deduction for Skirting 0.00
36 10.13.1 Vol-2, Pg -70 Providing and fixing skirting with teak shade pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete :
Wooden Flooring
37 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.
For Toilet Flooring
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Gents Toilet 1 2.77 2.25 6.23
Handicapped toilet 1 1.80 1.50 2.70
Toilet (Officer) 1 1.80 1.80 3.24
Toilet (VIP) 1 2.70 2.00 5.40
Add for Thresholds
38 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.
Ladies Toilet 1 12.80 3.00 38.40
WCs (Ladies) 2 5.20 3.00 31.20
Gents Toilet 1 10.04 3.00 30.12
Handicapped toilet 1 6.60 2.10 13.86
Toilet (Officer) 1 7.20 2.10 15.12
Toilet (VIP) 1 9.40 3.00 28.20
39 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.
Painting for wall and ceiling
Quantity is same as interior plaster : 2292.02 Sq m 2292.02
Ceiling Quantity 374.97
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
40 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 192.55 80.64
41 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 45.97
Doors & Windows 0.00
42 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 45.97
For Steel Shutters
43 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 6.30
Multiplying Doors qty by 2.4 15.12
Window Shutter 0.00
For Wooden Frames
44 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 32.12
45 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
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 Left Vertical 0 0.00 0.90 0.00
Corridor Left Horizontal 0 0.00 0.90 0.00
Corridor Right Vertical 0 0.00 0.90 0.00
Corridor Right Horizontal 0 0.00 0.90 0.00
46 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
47 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 31.24 31.24
Add 20% for Hauching 0.2 31.24 6.25
Terrace portion 1 0.00 0.00
48 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.
Mineral False ceiling
Auditorium Area 0 22.50 13.70 0.00
Auditorium Area Vertical 0 22.00 0.90 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.
PVCFalse ceiling 0.00
Corridor Horizontal 0 0.00 3.00 0.00
49 7.51 Vol-2, Pg -26 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.
Wall Paneling Avg Ht
for Auditorium wall 1 56.00 4.50 252.00
50 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 1000 1000.00
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.
Structual Glazing
52 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.
53 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.
Lobby Front (Roof Cut) 1 4.80 11.93 57.26
Lobby Front 1 2.70 12.53 33.83
Stair Case Room 1 5.03 3.22 16.20
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Gents Toilet 1 2.77 2.25 6.23
Handicapped toilet 1 1.80 1.50 2.70
Lobby Rear 1 6.15 10.81 66.48
Ante (Officer) 1 1.80 2.40 4.32
Toilet (Officer) 1 1.80 1.80 3.24
Corridor Stage Backside 1 2.81 3.16 8.88
Corridor 1 7.40 2.00 14.80
Waiting Lounge 1 9.40 4.70 44.18
VIP Lounge 1 11.40 4.70 53.58
Toilet (VIP) 1 2.70 2.00 5.40
Stair Case (Rear) 1 5.77 2.00 11.54
Stage (Auditorium) 1 7.29 5.04 36.74
Corridor (Aditorium) 1 14.30 2.20 31.46
Camera Area (Aditorium) 1 4.50 2.20 9.90
Seating Step-1 (Aditorium) 2 5.60 1.10 12.32
Seating Step-2 (Aditorium) 2 6.30 1.10 13.86
Seating Step-3 (Aditorium) 1 19.45 1.10 21.40
Seating Step-4 (Aditorium) 1 21.20 1.10 23.32
Seating Step-5 (Aditorium) 1 22.80 1.10 25.08
Seating Step-6 (Aditorium) 1 24.20 0.94 22.75
Total ₹ 13,414,971 Cost Rs/sqft 1,978.77
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 67.34 6801.34 340.07 7141.41 0.00 7141.41
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-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
6 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6527.00 65.27 6592.27 329.61 6921.88 0.00 6921.88
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 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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. m3 8846.00 88.46 8934.46 446.72 9381.18 0.00 9381.18
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
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
13 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
14 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
15 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
16 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
17 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
18 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
19 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
20 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
21 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
22 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
23 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
24 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
25 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
26 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
27 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
28 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
29 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
30 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
31 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
0 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
32 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
33 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
34 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
35 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
36 10.13.1 Vol-2, Pg -70 Providing and fixing skirting with teak shade pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : m2 1637.00 16.37 1653.37 82.67 1736.04 0.00 1736.04
37 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 8.85 893.85 44.69 938.54 0.00 938.54
38 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
39 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 8.23.2 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
40 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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. m2 283.00 2.83 285.83 14.29 300.12 0.00 300.12
41 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
42 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
43 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
44 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
45 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
46 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
47 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
48 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
49 7.51 Vol-2, Pg -26 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. m2 5727.00 57.27 5784.27 289.21 6073.48 0.00 6073.48
50 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
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 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
53 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
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Ground Floor Water Supply Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
Ground Floor MEASUREMENTS AND ABSTRACT OF WATER SUPPLY WORKS
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 2 2.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 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
3 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 5 5.00
4 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
5 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
6 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 1 1.00
7 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
8 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
9 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.
10 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
11 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
12 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-1) 1.00 1000 1000
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
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 to OHT 0 0 0.00
13 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 30 30.00
connecting from Storage tank to 25mm 1 0 0.00
from Over head storage water tank to 25mm 1 30 30.00
14 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 20 20.00
From OHT along the wall (25mm) to 20mm dia pipe 1 20 20.00
From 25mm dia along wall to 20mm dia pipe 0 0 0.00
15 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 20 40.00
(for Cold) for inside Building 2 8 16.00
16 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 4 4.00
17 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 10 10.00
18 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
Block No 20 20.00
Total 113,394.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Nos 3.00 #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 1 0.00
Kitchen 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 1 Roads
RATE ANLYSIS OF WATER SUPPLY WORKS- Ground 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 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
3 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
4 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
5 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
6 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
7 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
8 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
9 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
10 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
11 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
12 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
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 0.00 568.43 300
13 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
14 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
15 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
16 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
17 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
18 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 313.00 3.13 316.13 15.81 331.94 0.00 331.94
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Ground Floor Sanitary Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
Ground Floor MEASUREMENTS AND ABSTRACT OF SANITARY WORKS
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 0 0.00
Ladies toiles 0 0.00
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 2 2.00
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 2 1.00 2.00
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 2 1 2.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 2 1 2.00
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 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 2 1 2.00
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 0 0.0
Ladies Toilet 0 0.0
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 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
9 14.40.2 Vol-2, Pg -137 600 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 4 4.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
10 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 2 10 20
For Sullage 2 10 20
11 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 0 2.4 1.75 0.0
Ladies Toilet 2 2.4 1.75 8.4
12 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 2 1.5 0.6 1.8
Gents toilet 0 1 0.6 0.0
Ladies Toilet 2 1.2 0.6 1.4
13 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 2 4.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
14 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 2 4.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
Total 171,402.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 1 GL #VALUE!
Gents Toilets 1 FF #VALUE!
Ladies toiles 2 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 0 0.00
Ladies Toilet 0 0.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 1
RATE ANLYSIS OF SANITARY WORKS- Ground Floor 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 14.40.2 Vol-2, Pg -137 600 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
10 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 4.11 415.11 20.76 435.87 0.00 435.87
11 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 108.00 1.08 109.08 5.45 114.53 0.00 114.53
12 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
13 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
14 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 Subdivision Belagavi PWD Division Belagavi
Estimate for First Floor (Civil Works)
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
MEASUREMENTS & ABSTRACT OF FIRST FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
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
2.5.2 Vol-1, Pg -16 R C C for Roof Beam
Lobby Front (Roof Cut) - Beam - B4 4 4.80 0.23 0.60 2.65
Lobby Front (Roof Cut) - Beam - B5 1 4.80 0.23 0.60 0.66
Corridor Front - Beam - B5 2 2.47 0.23 0.60 0.68
Corridor Front - Beam - CB1 1 3.20 0.23 0.60 0.44
Stair Case Room - Beam - B5 1 5.03 0.23 0.60 0.69
Passage to Electrical Room - Beam - B3 1 5.03 0.23 0.60 0.69
Electrical Room - Beam - B4 2 1.63 0.23 0.60 0.45
Ladies Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
WCs (Ladies) - Beam - B1 2 1.10 0.23 0.38 0.19
Passage infront of Ladies Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
Gents Toilet - Beam - B5 1 4.80 0.23 0.60 0.66
Meeting Room - Beam - B5 2 12.53 0.23 0.60 3.46
Meeting Room - Beam - B7 2 12.53 0.23 0.60 3.46
Meeting Room - Beam - B5 2 12.53 0.23 0.60 3.46
Pantry Corner - Beam - B4 2 7.40 0.23 0.60 2.04
Show Rack - Beam - B1 2 2.00 0.23 0.38 0.35
Top Corridor - Beam - B2 1 31.67 0.23 0.45 3.28
Top Corridor - Beam - B2 1 26.75 0.23 0.45 2.77
Side StairRoom - Beam - B4 1 5.77 0.23 0.60 0.80
Side StairRoom - Beam - B8 1 5.77 0.30 0.90 1.56
Auditorium Portion - Beam - B2 0 14.13 0.23 0.45 0.00
Lobby Front (Roof Cut) - Beam - B5 1 11.54 0.23 0.60 1.59
Corridor - Beam - B5 0 12.53 0.23 0.60 0.00
Corridor - Beam - B5 2 12.53 0.23 0.60 3.46
Stair Case Room - Beam - B5 1 3.22 0.23 0.60 0.44
Passage to Electrical Room - Beam - B1 1 3.22 0.23 0.38 0.28
Electrical Room - Beam - B7 1 6.05 0.23 0.60 0.83
Ladies Toilet - Beam - B5 2 2.83 0.23 0.60 0.78
WCs (Ladies) - Beam - B1 3 2.83 0.23 0.38 0.74
Passage infront of Ladies Toilet - Beam - B3 1 2.96 0.23 0.60 0.41
Gents Toilet - Beam - B5 2 2.96 0.23 0.60 0.82
Meeting Room - Beam - B5 3 6.20 0.23 0.60 2.57
Meeting Room - Beam - B6 2 6.20 0.23 0.60 1.71
Meeting Room - Beam - B3 5 4.80 0.23 0.60 3.31
Pantry Corner - Beam - B1 2 2.00 0.23 0.38 0.35
Top Corridor - Beam - B1 6 3.10 0.23 0.38 1.63
Side StairRoom - Beam - B2 1 2.00 0.23 0.45 0.21
Auditorium Portion - Beam - B2 0 13.70 0.23 0.45 0.00
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
2.5.2 Vol-1, Pg -16 RCC For Slab
Lobby Front (Roof Cut) 1 4.80 11.93 0.15 8.59
Stair Case Room 0 5.03 3.22 0.15 0.00 Library & Reading room 1 13.23 6.5
Passage to Electrical Room 1 3.41 0.90 0.15 0.46 Room-4 1 5.5 6.77
Electrical Room 1 1.63 2.83 0.15 0.69 Front Corridor 1 28.5 2
Ladies Toilet 1 4.80 1.60 0.15 1.15 Room-5 1 6.77 5.5
Passage infront of Ladies Toilet 1 1.40 2.46 0.15 0.52 Rear Corridor 1 27.23 2
Gents Toilet 1 3.47 2.96 0.15 1.54 Drying Area 1 7.73 5.5
Pantry Corner 1 2.58 3.24 0.15 1.25 Baths 6 1.5 1.3
Side StairRoom 1 6.70 2.00 0.15 2.01 Room-7 1 5.5 6.77
Auditorium Portion 0 14.13 13.70 0.15 0.00 Right Corridor 1 14.23 2
0.00 0 0.00 0.00 0.15 0.00 Lobby infront of Stair Case 1 3.78 3.6
Seating Area Row-5 0 18.60 1.55 0.15 0.00
Seating Area Row-6 0 20.50 1.55 0.15 0.00
Slab Projection at curved 1 31.50 0.60 0.15 2.84
Slab Projection for Cat Walk 3 1.50 2.00 0.15 1.35
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
5 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%
Shuttering, Centering & Scaffolding for Curved Slabs
For RCC Slab Concrete Cost
2.5.2 Vol-1, Pg -16 R C C for Staircase
6 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
7 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Sill for for 23 cm Brick masonry wall
Lobby Front (Roof Cut) 1 4.80 0.230 0.075 0.08
Stair Case Room 2 5.03 0.230 0.075 0.17
Passage to Electrical Room 0 3.41 0.230 0.075 0.00
Electrical Room 1 1.63 0.230 0.075 0.03
Ladies Toilet 1 4.80 0.230 0.075 0.08
Passage infront of Ladies Toilet 1 3.57 0.230 0.075 0.06
Gents Toilet 1 4.80 0.230 0.075 0.08
Handicapped toilet 0 0.00 0.230 0.075 0.00
Pantry Corner 1 2.58 0.230 0.075 0.04
Side StairRoom 2 6.70 0.230 0.075 0.23
Auditorium Portion 0 14.13 0.230 0.075 0.00
Lobby Front (Roof Cut) 1 11.93 0.230 0.075 0.21
Stair Case Room 1 3.22 0.230 0.075 0.06
Passage to Electrical Room 0 0.90 0.230 0.075 0.00
Electrical Room 1 2.83 0.230 0.075 0.05
Ladies Toilet 2 2.83 0.230 0.075 0.10
Passage infront of Ladies Toilet 1 2.46 0.230 0.075 0.04
Gents Toilet 2 2.96 0.230 0.075 0.10
Handicapped toilet 1 0.00 0.230 0.075 0.00
Pantry Corner 2 3.24 0.230 0.075 0.11
Top Corridor 2 2.85 0.230 0.075 0.10
Side StairRoom 2 2.00 0.230 0.075 0.07
Auditorium Portion 1 13.70 0.230 0.075 0.24
Window Projections 6 0.40 0.115 0.075 0.02
R C C Lintel Beam
Lobby Front (Roof Cut) 1 4.80 0.230 0.15 0.17
Stair Case Room 2 5.03 0.230 0.15 0.35
Passage to Electrical Room 0 3.41 0.230 0.15 0.00
Electrical Room 1 1.63 0.230 0.15 0.06
Ladies Toilet 1 4.80 0.230 0.15 0.17
Passage infront of Ladies Toilet 1 3.57 0.230 0.15 0.12
Gents Toilet 1 4.80 0.230 0.15 0.17
Handicapped toilet 0 0.00 0.230 0.15 0.00
Meeting Room 2 12.54 0.230 0.15 0.87
Pantry Corner 1 2.58 0.230 0.15 0.09
Top Corridor 2 31.00 0.230 0.15 2.14
Side StairRoom 2 6.70 0.230 0.15 0.46
Auditorium Portion 0 14.13 0.230 0.15 0.00
Lobby Front (Roof Cut) 1 11.93 0.20 0.15 0.36
Stair Case Room 1 3.22 0.20 0.15 0.10
Passage to Electrical Room 0 0.90 0.20 0.15 0.00
Electrical Room 1 2.83 0.20 0.15 0.08
Ladies Toilet 2 2.83 0.20 0.15 0.17
Gents Toilet 2 2.96 0.20 0.15 0.18
Handicapped toilet 1 0.00 0.20 0.15 0.00
Meeting Room 2 10.81 0.20 0.15 0.65
Pantry Corner 2 3.24 0.20 0.15 0.19
Top Corridor 2 2.85 0.20 0.15 0.17
Side StairRoom 2 2.00 0.20 0.15 0.12
Auditorium Portion 1 13.70 0.20 0.15 0.41
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 Lintel Beam
2.5.1 Vol-1, Pg -16 R C C for Chajja
Chejja as required places 1 0.00 0.60 0.100 0.00
Horizontal 0.00
Box Type - Alround Chejja
Projections for Cuboard Over Lintel
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 Lintel Beam
10 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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.
BM From FF To SF
Lobby Front (Roof Cut) 1 4.80 0.230 3.01 3.32
Stair Case Room 2 5.03 0.230 3.01 6.96
Passage to Electrical Room 0 3.41 0.230 3.01 0.00
Electrical Room 1 1.63 0.230 3.01 1.13
Ladies Toilet 1 4.80 0.230 3.01 3.32
Passage infront of Ladies Toilet 1 3.57 0.230 3.01 2.47
Gents Toilet 1 4.80 0.230 3.01 3.32
Handicapped toilet 0 0.00 0.230 3.01 0.00
Pantry Corner 1 2.58 0.230 3.01 1.78
Side StairRoom 2 6.70 0.230 3.01 9.27
Auditorium Portion 0 14.13 0.230 3.01 0.00
Lobby Front (Roof Cut) 1 11.93 0.230 3.01 8.25
Stair Case Room 1 3.22 0.230 3.01 2.23
Passage to Electrical Room 0 0.90 0.230 3.01 0.00
Electrical Room 1 2.83 0.230 3.01 1.96
Ladies Toilet 2 2.83 0.230 3.01 3.92
Passage infront of Ladies Toilet 1 2.46 0.230 1.50 0.85
Gents Toilet 2 2.96 0.230 3.01 4.10
Handicapped toilet 1 0.00 0.230 3.01 0.00
Pantry Corner 2 3.24 0.230 3.01 4.48
Top Corridor 2 2.85 0.230 3.01 3.94
Side StairRoom 2 2.00 0.230 3.01 2.77
Auditorium Portion 1 13.70 0.230 3.01 9.48
O1- Top Corridor Entry 0 3.00 0.23 3.00 0.00
O3- Stair Case Room 0 3.60 0.23 3.00 0.00
O4- Passage to Electrical Room 0 0.90 0.23 2.40 0.00
O5- Passage to Toilet 0 2.40 0.23 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 0.23 2.40 0.00
O8- Outer Periphery Curved 0 32.00 0.23 3.40 0.00
11 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.
Toilet - WCs 2 2.70 3.45 18.63
Window Projections 6 0.40 1.50 3.60
Strorage for Rooms 0 5.20 0.60 0.00
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
Lintel Beam @ 140 Kg/Cum 140 12.75 1785.64
Chajja @ 110 Kg/Sqm 110 4.83 531.63
Slab Beam @ 175 Kg/Cum 175 50.50 8837.50
Stair case @ 35 Kg/Cum 35 5.75 201.25
Steel Measurement sheet attached 0.00
13 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.
Toilet Rooms 4 1.50 1.80 0.20 2.16
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).
Teakwood Frame 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
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 Wooden Door 0.00
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. 0 5.30 0.00
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)
UPVC Windows for Toilets
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
Cross section of Door frames 0 0.00 0.00 0.00
EXTRA GRILL THAN WINDOWS
Entrance at staircase B type 2 2.00 3.40 13.60
Entrance at staircase C type 0 1.80 3.40 0.00
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 -3-B2 0 8.76 0.90 0.00
Waist Slab -4-C 0 10.20 0.90 0.00
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails
Lobby Roof Cut 1 22.00 1.20 26.40
Stair in Lobby 1 15.00 1.20 18.00
Rear Side Stair 2 8.00 0.30 4.80
Considering 25 kg /sqm 58.79
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
Lobby Front (Roof Cut) 1 33.46 3.00 100.38
Stair Case Room 1 16.50 3.00 49.50
Passage to Electrical Room 1 8.62 3.00 25.86
Electrical Room 1 8.92 3.00 26.76
Ladies Toilet 1 12.80 3.00 38.40
WCs (Ladies) 2 5.20 3.00 31.20
Passage infront of Ladies Toilet 1 7.72 3.00 23.16
Gents Toilet 1 12.86 3.00 38.58
Meeting Room 1 46.70 3.00 140.10
Pantry Corner 1 11.64 3.00 34.92
Top Corridor 1 67.70 3.00 203.10
Side StairRoom 1 17.40 3.00 52.20
Auditorium Portion 1 55.66 3.00 166.98
EXTRA internal Plaster
Loft/Racks 0.00
Seating Area Steps 6 1.20 0.90 6.48
For Corners 0 10.00 0.90 0.00
Toilet - WCs 4 2.70 3.00 32.40
Window Projections 12 0.40 1.50 7.20
Strorage for Rooms 0 5.20 0.60 0.00
Deduct the area of the door & window openings
O1- Top Corridor Entry 1 3.00 3.00 -9.00
O3- Stair Case Room 1 3.60 3.00 -10.80
O4- Passage to Electrical Room 1 0.90 2.40 -2.16
O5- Passage to Toilet 1 2.40 2.40 -5.76
O6-Entry for waiting Lounge 1 2.90 2.40 -6.96
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Beam sides PLASTER
Lobby Front (Roof Cut) - Beam - B4 4 4.80 1.13 21.70
Lobby Front (Roof Cut) - Beam - B5 1 4.80 1.13 5.42
Corridor Front - Beam - B5 2 2.47 1.13 5.58
Corridor Front - Beam - CB1 1 3.20 1.13 3.62
Stair Case Room - Beam - B5 1 5.03 1.13 5.68
Passage to Electrical Room - Beam - B3 1 5.03 1.13 5.68
Electrical Room - Beam - B4 2 1.63 1.13 3.68
Ladies Toilet - Beam - B3 1 4.80 1.13 5.42
WCs (Ladies) - Beam - B1 2 1.10 0.69 1.52
Passage infront of Ladies Toilet - Beam - B3 1 4.80 1.13 5.42
Gents Toilet - Beam - B5 1 4.80 1.13 5.42
WCs (Gents) - Beam - B1 1 1.10 0.69 0.76
Meeting Room - Beam - B5 2 12.53 1.13 28.32
Meeting Room - Beam - B7 2 12.53 1.13 28.32
Meeting Room - Beam - B5 2 12.53 1.13 28.32
Pantry - Beam - B2 2 2.90 0.83 4.81
Pantry Corner - Beam - B4 2 7.40 1.13 16.72
Show Rack - Beam - B1 2 2.00 0.69 2.76
Top Corridor - Beam - B2 1 31.67 0.83 26.29
Top Corridor - Beam - B2 1 26.75 0.83 22.20
Side StairRoom - Beam - B4 1 5.77 1.13 6.52
Side StairRoom - Beam - B8 1 5.77 1.80 10.39
Auditorium Portion - Beam - B2 0 14.13 0.83 0.00
Lobby Front (Roof Cut) - Beam - B5 1 11.54 1.13 13.04
Corridor - Beam - B5 0 12.53 1.13 0.00
Corridor - Beam - B5 2 12.53 1.13 28.32
Stair Case Room - Beam - B5 1 3.22 1.13 3.64
Passage to Electrical Room - Beam - B1 1 3.22 0.69 2.22
Electrical Room - Beam - B7 1 6.05 1.13 6.84
Ladies Toilet - Beam - B5 2 2.83 1.13 6.40
WCs (Ladies) - Beam - B1 3 2.83 0.69 5.86
Passage infront of Ladies Toilet - Beam - B3 1 2.96 1.13 3.34
Gents Toilet - Beam - B5 2 2.96 1.13 6.69
WCs (Gents) - Beam - B1 1 1.50 0.69 1.03
Meeting Room - Beam - B5 3 6.20 1.13 21.02
Meeting Room - Beam - B6 2 6.20 1.13 14.01
Meeting Room - Beam - B3 5 4.80 1.13 27.12
Pantry - Beam - B1 1 2.00 0.69 1.38
Pantry Corner - Beam - B1 2 2.00 0.69 2.76
Top Corridor - Beam - B1 6 3.10 0.69 12.83
Side StairRoom - Beam - B2 1 2.00 0.83 1.66
Auditorium Portion - Beam - B2 0 13.70 0.83 0.00
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 43 688.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 233.90 233.90
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 48.33 96.66
Staircase Head Room 0 6.00 3.00 0.00
Extra Extenral Plaster 0.00
For Architectural Beauty 0 2.50 0.30 0.00
Columns projections in Lounges 12 1.80 3.60 77.76
Periphery for Parapet (Left and Right) 0 0.00 0.00 0.00
Periphery for Parapet Front 0 0.00 0.00 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
O1- Top Corridor Entry 0 3.00 3.00 0.00
O2- Show Rack 0 2.00 3.00 0.00
O3- Stair Case Room 0 3.60 3.00 0.00
O4- Passage to Electrical Room 0 0.90 2.40 0.00
O5- Passage to Toilet 0 2.40 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 2.40 0.00
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Washing Platform 0.00
Structual Glazing 0.00
0 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 0.00
Crnr Row L 0.00
For 4 Corners of Building 0.00
For 4 Offsets besides Front & Rear Lobby 0.00
33 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.
Lobby Front (Roof Cut) 1 4.80 11.93 57.26
Stair Case Room 0 5.03 3.22 0.00
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Gents Toilet 1 3.47 2.96 10.27
Meeting Room 1 12.54 10.81 135.56
Pantry Corner 1 2.58 3.24 8.36
Top Corridor 1 31.00 2.85 88.35
Side StairRoom 1 6.70 2.00 13.40
Auditorium Portion 0 14.13 13.70 0.00
Seating Area Row-5 0 18.60 1.55 0.00
Seating Area Row-6 0 20.50 1.55 0.00
Slab Projection at curved 1 31.50 0.60 18.90
Slab Projection for Cat Walk 3 1.50 2.00 9.00
Projections for Cuboard Over Lintel
Ceiling Quantity
Quantity is same as interior plaster : 1384.82 Sq m 1384.82
Ceiling Quantity 422.21
34 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
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Top Corridor 1 31.00 2.85 88.35
Granite Skirting
Corridor 1 30.00 0.10 3.00
Passage infront of Ladies Toilet 1 7.72 0.10 0.77
Top Corridor 1 67.70 0.10 6.77
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Periphery
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
35 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% 3.94
36 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
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Meeting Room 1 12.54 10.81 135.56
Pantry Corner 1 2.58 3.24 8.36
Add for Thresholds
Passage to Electrical Room 1 8.62 0.10 0.86
Electrical Room 1 8.92 0.10 0.89
Meeting Room 1 46.70 0.10 4.67
Pantry Corner 1 11.64 0.10 1.16
Deduction for Skirting
37 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.
For Toilet Flooring
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Gents Toilet 1 3.47 2.96 10.27
Add for Thresholds
38 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.
Ladies Toilet 1 12.80 3.00 38.40
WCs (Ladies) 2 5.20 3.00 31.20
Gents Toilet 1 12.86 3.00 38.58
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
Toilet - WCs 0 2.70 3.00 0.00
Window Projections 0 0.40 1.50 0.00
39 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.
Painting for wall and ceiling
Quantity is same as interior plaster : 1384.82 Sq m 1384.82
Ceiling Quantity 422.21
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
40 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 362.71 69.66
41 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 50.23
Doors & Windows
Ttruss Painting 1 75% 269.50 202.13
42 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 252.36
43 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 11.25
Multiplying Doors qty by 2.4 27.00
Window Shutter 0.00
For Wooden Frames
44 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 40.51
45 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
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 Left Vertical 0 0.00 0.90 0.00
Corridor Left Horizontal 0 0.00 0.90 0.00
Corridor Right Vertical 0 0.00 0.90 0.00
Corridor Right Horizontal 0 0.00 0.90 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 Partitions 0.00
Meeting Hall - 1 0 0.00 3.85 0.00
46 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 23.53 23.53
Add 20% for Hauching 0.2 23.53 4.71
Terrace portion 0 1.32 0.00
47 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.
Mineral False ceiling
Meeting Room 1 12.53 10.81 135.45
Auditorium Area 1 22.50 13.70 308.25
Auditorium Area Vertical 3 22.00 0.90 59.40
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 Horizontal 0 0.00 3.00 0.00
48 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.
Structual Glazing
49 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 1000 1000.00
50 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.
51 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.
Lobby Front (Roof Cut) 1 4.80 11.93 57.26
Stair Case Room 1 5.03 3.22 16.20
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 4.80 1.60 7.68
WCs (Ladies) 2 1.10 1.50 3.30
Passage infront of Ladies Toilet 1 1.40 2.46 3.44
Gents Toilet 1 3.47 2.96 10.27
Meeting Room 1 12.54 10.81 135.56
Pantry Corner 1 2.58 3.24 8.36
Top Corridor 1 31.00 2.85 88.35
Side StairRoom 1 6.70 2.00 13.40
Auditorium Portion 1 14.13 13.70 193.58
Total ₹ 11,193,618 Cost Rs/sqft 1,650.47
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 134.68 6868.68 343.43 7212.11 0.00 7212.11
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-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
6 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 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6527.00 130.54 6657.54 332.88 6990.42 0.00 6990.42
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 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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. m3 8846.00 176.92 9022.92 451.15 9474.07 0.00 9474.07
11 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
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 1603.90 81798.90 4089.95 85888.85 0.00 85888.85 #REF!
13 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
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 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
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
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
0 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
33 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
34 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
35 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
36 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
37 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 17.70 902.70 45.14 947.84 0.00 947.84
38 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 28.92 1474.92 73.75 1548.67 0.00 1548.67
39 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
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
40 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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. m2 283.00 5.66 288.66 14.43 303.09 0.00 303.09
41 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
42 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
43 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
44 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
45 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 80.06 4083.06 204.15 4287.21 0.00 4287.21
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 72.04 3674.04 183.70 3857.74 0.00 3857.74
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 60.86 3103.86 155.19 3259.05 0.00 3259.05
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 108.00 2.16 110.16 5.51 115.67 0.00 115.67
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 17.58 896.58 44.83 941.41 0.00 941.41
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 12.78 651.78 32.59 684.37 0.00 684.37
46 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
47 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
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 39.56 2017.56 100.88 2118.44 0.00 2118.44
48 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
49 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
50 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
51 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
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
First Floor Water Supply Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
First Floor MEASUREMENTS AND ABSTRACT OF WATER SUPPLY WORKS
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 2 2.00
Gents Toilet 1 1.00
Ladies Toilet 1 1.00
2 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
3 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 5 5.00
4 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
5 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
6 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 1 1.00
7 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
8 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
9 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.
10 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
11 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
12 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-1) 1.00 1000 1000
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
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 to OHT 0 0 0.00
13 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 30 30.00
connecting from Storage tank to 25mm 1 0 0.00
from Over head storage water tank to 25mm 1 30 30.00
14 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 20 20.00
From OHT along the wall (25mm) to 20mm dia pipe 1 20 20.00
From 25mm dia along wall to 20mm dia pipe 0 0 0.00
15 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 20 40.00
(for Cold) for inside Building 2 8 16.00
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
16 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 10 10.00
17 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
Block No 20 20.00
Total 113,193.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Nos 3.00 #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 1 0.00
Kitchen 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 2 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- First 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 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
3 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
4 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
5 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
6 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
7 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
8 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
9 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
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 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
10 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
11 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
12 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
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 10.72 546.72 27.34 574.06 0.00 574.06 300
13 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
14 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
15 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
16 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
17 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 313.00 6.26 319.26 15.96 335.22 0.00 335.22
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
First Floor Sanitary Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
First Floor MEASUREMENTS AND ABSTRACT OF SANITARY WORKS
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 0 0.00
Ladies toiles 0 0.00
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 2 2.00
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 2 1.00 2.00
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 2 1 2.00
Gents Toilet 0 1 0.00
Ladies Toilet 0 1 0.00
Toilets 2 1 2.00
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 1 1 1.00
Gents Toilets 1 1 1.00
Ladies toiles 2 1 2.00
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 0 0.0
Ladies Toilet 0 0.0
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 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
9 14.40.2 Vol-2, Pg -137 600 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 4 4.00
Gents Toilet 0 0.00
Ladies Toilet 0 0.00
10 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 2 10 20
For Sullage 2 10 20
11 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 0 2.4 1.75 0.0
Ladies Toilet 2 2.4 1.75 8.4
12 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 2 1.5 0.6 1.8
Gents toilet 0 1 0.6 0.0
Ladies Toilet 2 1.2 0.6 1.4
13 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 2 4.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
14 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 2 4.00
Gents Toilet 0 4 0.00
Ladies Toilet 0 4 0.00
Toilets 2 2 4.00
Total 173,099.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 1 GL #VALUE!
Gents Toilets 1 FF #VALUE!
Ladies toiles 2 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 0 0.00
Ladies Toilet 0 0.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 2
RATE ANLYSIS OF SANITARY WORKS- First 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
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 5977.00 119.54 6096.54 304.83 6401.37 0.00 6401.37
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 8642.00 172.84 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
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 51.22 2612.22 130.61 2742.83 0.00 2742.83
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 5.44 277.44 13.87 291.31 0.00 291.31
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 5562.00 111.24 5673.24 283.66 5956.90 0.00 5956.90
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 24.40 1244.40 62.22 1306.62 0.00 1306.62
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 3.90 198.90 9.95 208.85 0.00 208.85
9 14.40.2 Vol-2, Pg -137 600 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 9.92 505.92 25.30 531.22 0.00 531.22
10 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 8.22 419.22 20.96 440.18 0.00 440.18
11 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 108.00 2.16 110.16 5.51 115.67 0.00 115.67
12 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
13 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
14 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 Subdivision Belagavi PWD Division Belagavi
Estimate for Second Floor (Civil Works)
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
MEASUREMENTS & ABSTRACT OF SECOND FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
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
2.5.2 Vol-1, Pg -16 R C C for Roof Beam
Corridor - Beam - B5 2 2.47 0.23 0.60 0.68
Corridor - Beam - CB1 1 3.20 0.23 0.60 0.44
Stair Case Room - Beam - B5 1 5.03 0.23 0.60 0.69
Passage to Electrical Room - Beam - B3 1 5.03 0.23 0.60 0.69
Electrical Room - Beam - B4 2 1.63 0.23 0.60 0.45
Ladies Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
WCs (Laides) - Beam - B1 1 1.50 0.23 0.38 0.13
Bath (Laides) - Beam - B1 0 1.50 0.23 0.38 0.00
Passage infront of Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
Gents Toilet - Beam - B3 1 4.80 0.23 0.60 0.66
Bath (Gents) - Beam - B1 0 1.50 0.23 0.38 0.00
Ladies Dormitory - Beam - B3 1 4.89 0.23 0.60 0.67
Gents Dormitory - Beam - B4 4 4.89 0.23 0.60 2.70
Toilet (Room-1) - Beam - B1 1 2.40 0.23 0.38 0.21
Toilet (Room-2) - Beam - B5 1 1.80 0.23 0.60 0.25
Toilet (Room-3) - Beam - B5 1 1.80 0.23 0.60 0.25
Curved Corridor - Beam - B1 0 29.50 0.23 0.38 0.00
Rear Corridor - Beam - B1 0 13.55 0.23 0.38 0.00
Rear Corridor (Stage Back) - Beam - B1 0 3.24 0.23 0.38 0.00
Corridor - Beam - B5 1 12.53 0.23 0.60 1.73
Stair Case Room - Beam - B5 1 3.22 0.23 0.60 0.44
Passage to Electrical Room - Beam - B1 1 0.90 0.23 0.38 0.08
Electrical Room - Beam - B7 1 6.20 0.23 0.60 0.86
Ladies Toilet - Beam - B5 2 2.83 0.23 0.60 0.78
WCs (Laides) - Beam - B1 1 1.10 0.23 0.38 0.10
Bath (Laides) - Beam - B1 3 2.83 0.23 0.38 0.74
Passage infront of Toilet - Beam - B5 2 2.56 0.23 0.60 0.71
Gents Toilet - Beam - B5 2 2.96 0.23 0.60 0.82
Bath (Gents) - Beam - B3 1 2.96 0.23 0.60 0.41
Ladies Dormitory - Beam - B5 2 5.68 0.23 0.60 1.57
Gents Dormitory - Beam - B5 2 6.02 0.23 0.60 1.66
Toilet (Room-1) - Beam - B6 1 6.20 0.23 0.60 0.86
Toilet (Room-2) - Beam - B3 1 4.43 0.23 0.60 0.61
Toilet (Room-3) - Beam - B3 1 2.40 0.23 0.60 0.33
Curved Corridor - Beam - B1 0 2.85 0.23 0.38 0.00
Rear Corridor - Beam - B1 0 2.00 0.23 0.38 0.00
Rear Corridor (Stage Back) - Beam - B1 0 2.58 0.23 0.38 0.00
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
2.5.2 Vol-1, Pg -16 RCC For Slab
Stair Case Room 0 5.03 3.22 0.15 0.00 Room-1 1 6.77 5.55
Lift 0 2.35 1.70 0.15 0.00 Library & Reading room 1 13.23 6.5
Passage to Electrical Room 1 3.41 0.90 0.15 0.46 Room-3 1 5.5 6.77
Electrical Room 1 1.63 2.83 0.15 0.69 Room-4 1 5.5 6.77
Ladies Toilet 1 2.71 2.83 0.15 1.15 Front Corridor 1 28.5 2
Passage infront of Toilet 1 1.23 2.56 0.15 0.47 Rear Corridor 1 27.23 2
Gents Toilet 1 2.67 2.96 0.15 1.19 Drying Area 1 7.73 5.5
Ladies Dormitory 1 4.89 5.68 0.15 4.17 Bath Rooms 1 4.77 5.55
Gents Dormitory 1 4.80 6.02 0.15 4.33 Baths 6 1.5 1.3
Toilet (Room-1) 1 2.40 1.80 0.15 0.65 Right Corridor 1 14.23 2
Lounge 1 7.50 6.15 0.15 6.92 Left Corridor 1 14.23 2
Room-2 1 4.12 4.43 0.15 2.74 Stair Case Room 0 3.6 6
Dress (Room-2) 1 1.80 1.80 0.15 0.49 Lobby infront of Stair Case 1 3.78 3.6
Toilet (Room-2) 1 1.80 2.40 0.15 0.65 Electrical Room 1 1.5 1.14
Curved Corridor 0 29.50 2.85 0.15 0.00
Rear Corridor 0 13.55 2.00 0.15 0.00
Rear Corridor (Stage Back) 0 3.24 2.58 0.15 0.00
Slab Projection at curved 1 31.50 0.60 0.15 2.84
Slab Projection at Sheet embed 1 12.00 0.90 0.10 1.08
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
5 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%
Shuttering, Centering & Scaffolding for Curved Slabs
For RCC Slab Concrete Cost
2.5.2 Vol-1, Pg -16 R C C for Staircase
6 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
7 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Sill for for 23 cm Brick masonry wall
Stair Case Room 2 5.03 0.230 0.075 0.17
Passage to Electrical Room 0 3.41 0.230 0.075 0.00
Electrical Room 1 1.63 0.230 0.075 0.03
Ladies Toilet 1 3.57 0.230 0.075 0.06
Passage infront of Toilet 0 1.23 0.230 0.075 0.00
Gents Toilet 1 4.80 0.230 0.075 0.08
Ladies Dormitory 2 4.89 0.230 0.075 0.17
Gents Dormitory 1 4.89 0.230 0.075 0.08
Curved Corridor 0 29.50 0.230 0.075 0.00
Rear Corridor 0 13.55 0.230 0.075 0.00
Rear Corridor (Stage Back) 0 3.24 0.230 0.075 0.00
Parapet wall for Curved Corridor 2 30.00 0.230 0.075 1.03
Parapet wall for Rear Corridor 2 17.50 0.230 0.075 0.60
Stair Case Room 1 3.22 0.230 0.075 0.06
Passage to Electrical Room 0 0.90 0.230 0.075 0.00
Electrical Room 1 2.83 0.230 0.075 0.05
Ladies Toilet 2 2.83 0.230 0.075 0.10
Passage infront of Toilet 1 2.56 0.230 0.075 0.04
Gents Toilet 1 2.96 0.230 0.075 0.05
Ladies Dormitory 2 5.68 0.230 0.075 0.20
Gents Dormitory 2 6.02 0.230 0.075 0.21
Curved Corridor 0 2.85 0.230 0.075 0.00
Rear Corridor 0 2.00 0.230 0.075 0.00
Rear Corridor (Stage Back) 0 2.58 0.230 0.075 0.00
Dormitory Toilets 4 2.70 0.115 0.075 0.09
R C C Lintel Beam
Stair Case Room 2 5.03 0.230 0.15 0.35
Passage to Electrical Room 0 3.41 0.230 0.15 0.00
Electrical Room 1 1.63 0.230 0.15 0.06
Ladies Toilet 1 3.57 0.230 0.15 0.12
Passage infront of Toilet 0 1.23 0.230 0.15 0.00
Gents Toilet 1 4.80 0.230 0.15 0.17
Ladies Dormitory 2 4.89 0.230 0.15 0.34
Gents Dormitory 1 4.89 0.230 0.15 0.17
Curved Corridor 0 29.50 0.230 0.15 0.00
Rear Corridor 0 13.55 0.230 0.15 0.00
Rear Corridor (Stage Back) 0 3.24 0.230 0.15 0.00
Stair Case Room 1 3.22 0.20 0.15 0.10
Passage to Electrical Room 0 0.90 0.20 0.15 0.00
Electrical Room 1 2.83 0.20 0.15 0.08
Ladies Toilet 2 2.83 0.20 0.15 0.17
Passage infront of Toilet 1 2.56 0.20 0.15 0.08
Gents Toilet 1 2.96 0.20 0.15 0.09
Ladies Dormitory 2 5.68 0.20 0.15 0.34
Gents Dormitory 2 6.02 0.20 0.15 0.36
Curved Corridor 0 2.85 0.20 0.15 0.00
Rear Corridor 0 2.00 0.20 0.15 0.00
Rear Corridor (Stage Back) 0 2.58 0.20 0.15 0.00
Dormitory Toilets 4 2.70 0.12 0.15 0.19
Screed Over Terrace Corridor (32.2*4)+(19*2.5) 1 176.30 0.075 13.22
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 Lintel Beam
2.5.1 Vol-1, Pg -16 R C C for Chajja
Chejja as required places 1 0.00 0.60 0.100 0.00
Horizontal 0.00
Box Type - Alround Chejja
Projections for Cuboard Over Lintel
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 Lintel Beam
10 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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.
BM From FF To SF
Stair Case Room 2 5.03 0.230 3.01 6.96
Passage to Electrical Room 0 3.41 0.230 3.01 0.00
Electrical Room 1 1.63 0.230 3.01 1.13
Ladies Toilet 1 3.57 0.230 3.01 2.47
Passage infront of Toilet 0 1.23 0.230 3.01 0.00
Gents Toilet 1 4.80 0.230 3.01 3.32
Ladies Dormitory 2 4.89 0.230 3.01 6.77
Gents Dormitory 1 4.89 0.230 3.01 3.38
Curved Corridor 0 29.50 0.230 3.01 0.00
Rear Corridor 0 13.55 0.230 3.01 0.00
Rear Corridor (Stage Back) 0 3.24 0.230 3.01 0.00
Parapet wall for Curved Corridor 2 30.00 0.230 1.20 16.56
Parapet wall for Rear Corridor 2 17.50 0.230 1.20 9.66
Stair Case Room 1 3.22 0.230 3.01 2.23
Passage to Electrical Room 0 0.90 0.230 3.01 0.00
Electrical Room 1 2.83 0.230 3.01 1.96
Ladies Toilet 2 2.83 0.230 3.01 3.92
Passage infront of Toilet 1 2.56 0.230 3.01 1.77
Gents Toilet 1 2.96 0.230 3.01 2.05
Ladies Dormitory 2 5.68 0.230 3.01 7.86
Gents Dormitory 2 6.02 0.230 3.01 8.33
Curved Corridor 0 2.85 0.230 3.01 0.00
Rear Corridor 0 2.00 0.230 3.01 0.00
Rear Corridor (Stage Back) 0 2.58 0.230 3.01 0.00
O1- Lobby to Lounge 0 2.47 0.23 3.00 0.00
O3- Stair Case Room 0 3.60 0.23 3.00 0.00
O4- Passage to Electrical Room 0 0.90 0.23 2.40 0.00
O5- Passage to Toilet 0 2.40 0.23 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 0.23 2.40 0.00
O8- Outer Periphery Curved 0 32.00 0.23 3.40 0.00
11 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.
Toilet - WCs 4 2.70 3.45 37.26
Dormitory Toilets 4 2.70 3.45 37.26
Strorage for Rooms 0 5.20 0.60 0.00
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
Lintel Beam @ 145 Kg/Cum 145 23.64 3427.60
Chajja @ 110 Kg/Sqm 110 5.28 581.13
Slab Beam @ 175 Kg/Cum 175 30.40 5320.00
Stair case @ 35 Kg/Cum 35 5.75 201.25
Steel Measurement sheet attached 0.00
13 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.
Toilet Rooms 7 1.50 1.80 0.20 3.78
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).
Teakwood Frame 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
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 Wooden Door 0.00
0 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 0.00
16 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
17 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.
18 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
19 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
20 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
21 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
22 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
23 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. 0 5.30 0.00
24 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
25 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
26 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
27 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 2.00 3.40 13.60
Entrance at staircase C type 0 1.80 3.40 0.00
Stair case 0 0.00 0.00 0.00
28 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 -3-B2 0 8.76 0.90 0.00
Waist Slab -4-C 0 10.20 0.90 0.00
Waist Slab -5 0 8.70 0.90 0.00
Waist Slab -6 0 8.70 0.90 0.00
Extra SS Hand Rails 0.00
For Around Atrium 0 0.00 1.20 0.00
Considering 25 kg /sqm 9.59
29 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
Stair Case Room 1 16.50 3.00 49.50
Passage to Electrical Room 1 8.62 3.00 25.86
Electrical Room 1 8.92 3.00 26.76
Ladies Toilet 1 11.08 3.00 33.24
WCs (Laides) 1 5.20 3.00 15.60
Bath (Laides) 1 6.22 3.00 18.66
Passage infront of Toilet 1 7.58 3.00 22.74
Gents Toilet 1 11.26 3.00 33.78
Bath (Gents) 1 6.22 3.00 18.66
Ladies Dormitory 1 21.14 3.00 63.42
Gents Dormitory 1 21.64 3.00 64.92
Toilet (Room-1) 1 8.40 3.00 25.20
Toilet (Room-2) 1 8.40 3.00 25.20
Toilet (Room-3) 1 8.40 3.00 25.20
Curved Corridor 0 64.70 3.00 0.00
Rear Corridor 0 31.10 3.00 0.00
Rear Corridor (Stage Back) 0 11.64 3.00 0.00
EXTRA internal Plaster
Loft/Racks 0.00
Seating Area Steps 0 1.20 0.90 0.00
For Corners 0 10.00 0.90 0.00
Toilet - WCs 8 2.70 3.00 64.80
Dormitory Toilets 8 2.70 0.00 0.00
Strorage for Rooms 0 5.20 0.60 0.00
Deduct the area of the door & window openings
O1- Lobby to Lounge 1 2.47 3.00 -7.41
O3- Stair Case Room 1 3.60 3.00 -10.80
O4- Passage to Electrical Room 1 0.90 2.40 -2.16
O5- Passage to Toilet 1 2.40 2.40 -5.76
O6-Entry for waiting Lounge 1 2.90 2.40 -6.96
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Beam sides PLASTER
Corridor - Beam - B5 2 2.47 1.13 5.58
Corridor - Beam - CB1 1 3.20 1.13 3.62
Stair Case Room - Beam - B5 1 5.03 1.13 5.68
Passage to Electrical Room - Beam - B3 1 5.03 1.13 5.68
Electrical Room - Beam - B4 2 1.63 1.13 3.68
Ladies Toilet - Beam - B3 1 4.80 1.13 5.42
WCs (Laides) - Beam - B1 1 1.50 0.69 1.03
Bath (Laides) - Beam - B1 0 1.50 0.69 0.00
Passage infront of Toilet - Beam - B3 1 4.80 1.13 5.42
Gents Toilet - Beam - B3 1 4.80 1.13 5.42
WCs (Gents) - Beam - B1 1 1.50 0.69 1.03
Bath (Gents) - Beam - B1 0 1.50 0.69 0.00
Ladies Dormitory - Beam - B3 1 4.89 1.13 5.53
Gents Dormitory - Beam - B4 4 4.89 1.13 22.10
Dress (Room-1) - Beam - B1 1 2.17 0.69 1.50
Toilet (Room-1) - Beam - B1 1 2.40 0.69 1.66
Lounge - Beam - B7 1 7.50 1.13 8.48
Dress (Room-2) - Beam - B1 1 1.80 0.69 1.24
Toilet (Room-2) - Beam - B5 1 1.80 1.13 2.03
Dress (Room-3) - Beam - B1 1 1.80 0.69 1.24
Toilet (Room-3) - Beam - B5 1 1.80 1.13 2.03
Curved Corridor - Beam - B1 0 29.50 0.69 0.00
Rear Corridor - Beam - B1 0 13.55 0.69 0.00
Rear Corridor (Stage Back) - Beam - B1 0 3.24 0.69 0.00
Corridor - Beam - B5 1 12.53 1.13 14.16
Stair Case Room - Beam - B5 1 3.22 1.13 3.64
Passage to Electrical Room - Beam - B1 1 0.90 0.69 0.62
Electrical Room - Beam - B7 1 6.20 1.13 7.01
Ladies Toilet - Beam - B5 2 2.83 1.13 6.40
WCs (Laides) - Beam - B1 1 1.10 0.69 0.76
Bath (Laides) - Beam - B1 3 2.83 0.69 5.86
Passage infront of Toilet - Beam - B5 2 2.56 1.13 5.79
Gents Toilet - Beam - B5 2 2.96 1.13 6.69
WCs (Gents) - Beam - B1 1 1.10 0.69 0.76
Bath (Gents) - Beam - B3 1 2.96 1.13 3.34
Ladies Dormitory - Beam - B5 2 5.68 1.13 12.84
Gents Dormitory - Beam - B5 2 6.02 1.13 13.61
Dress (Room-1) - Beam - B5 2 1.80 1.13 4.07
Toilet (Room-1) - Beam - B6 1 6.20 1.13 7.01
Lounge - Beam - B6 2 6.15 1.13 13.90
Dress (Room-2) - Beam - B4 1 4.43 1.13 5.01
Toilet (Room-2) - Beam - B3 1 4.43 1.13 5.01
Dress (Room-3) - Beam - B3 1 1.80 1.13 2.03
Toilet (Room-3) - Beam - B3 1 2.40 1.13 2.71
Curved Corridor - Beam - B1 0 2.85 0.69 0.00
Rear Corridor - Beam - B1 0 2.00 0.69 0.00
Rear Corridor (Stage Back) - Beam - B1 0 2.58 0.69 0.00
30 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 43 688.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 183.94 183.94
31 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 52.83 105.66
Staircase Head Room 0 6.00 3.00 0.00
Extra Extenral Plaster
For Architectural Beauty 0 2.50 0.30 0.00
Columns projections 6 1.80 3.60 38.88
Auditorium Portion 2 20.00 3.00 120.00
Window Projections 8 0.45 1.50 5.40
Parapet wall for Curved Corridor 2 30.00 2.40 144.00
Parapet wall for Rear Corridor 2 17.50 3.40 119.00
IF B C SOIL INTERIOR AND EXTERIOR WALLS OF PERIPHERALS 0.00
HORIZONTALS 0.00
Deduct the area of the door & window openings
O1- Lobby to Lounge 0 2.47 3.00 0.00
O3- Stair Case Room 0 3.60 3.00 0.00
O4- Passage to Electrical Room 0 0.90 2.40 0.00
O5- Passage to Toilet 0 2.40 2.40 0.00
O6-Entry for waiting Lounge 0 2.90 2.40 0.00
O8- Outer Periphery Curved 1 32.00 3.40 -108.80
Washing Platform 0.00
Structual Glazing 0.00
0 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 0.00
Crnr Row L 0.00
For 4 Corners of Building 0.00
For 4 Offsets besides Front & Rear Lobby 0.00
32 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.
Stair Case Room 0 5.03 3.22 0.00
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 2.71 2.83 7.67
WCs (Laides) 1 1.50 1.10 1.65
Bath (Laides) 1 1.50 1.61 2.42
Passage infront of Toilet 1 1.23 2.56 3.15
Gents Toilet 1 2.67 2.96 7.90
Bath (Gents) 1 1.50 1.61 2.42
Ladies Dormitory 1 4.89 5.68 27.78
Gents Dormitory 1 4.80 6.02 28.90
Toilet (Room-1) 1 2.40 1.80 4.32
Toilet (Room-2) 1 1.80 2.40 4.32
Toilet (Room-3) 1 1.80 2.40 4.32
Curved Corridor 0 29.50 2.85 0.00
Rear Corridor 0 13.55 2.00 0.00
Rear Corridor (Stage Back) 0 3.24 2.58 0.00
Slab Projection at curved 1 31.50 0.60 18.90
Slab Projection at Sheet embed 1 12.00 0.90 10.80
Projections for Cuboard Over Lintel
Dormitory 2 10.30 0.45 9.27
Ceiling Quantity
Quantity is same as interior plaster : 1009.89 Sq m 1009.89
Ceiling Quantity 298.21
33 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
Passage infront of Toilet 1 1.23 2.56 3.15
Granite Skirting
Corridor 1 30.00 0.10 3.00
Passage infront of Toilet 1 7.58 0.10 0.76
Deduct for Skirting
ADD FOR THRESHOLDS
Add for Window Sill
For study table 0.00
For Laboratory 0 4.00 0.60 0.00
34 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% 3.94
35 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
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Dormitory 1 4.89 5.68 27.78
Gents Dormitory 1 4.80 6.02 28.90
Add for Thresholds
Passage to Electrical Room 1 8.62 0.10 0.86
Electrical Room 1 8.92 0.10 0.89
Ladies Dormitory 1 21.14 0.10 2.11
Gents Dormitory 1 21.64 0.10 2.16
Deduction for Skirting
36 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.
For Toilet Flooring
Ladies Toilet 1 2.71 2.83 7.67
WCs (Laides) 1 1.50 1.10 1.65
Bath (Laides) 1 1.50 1.61 2.42
Gents Toilet 1 2.67 2.96 7.90
Bath (Gents) 1 1.50 1.61 2.42
Toilet (Room-1) 1 2.40 1.80 4.32
Toilet (Room-2) 1 1.80 2.40 4.32
Toilet (Room-3) 1 1.80 2.40 4.32
Add for Thresholds
37 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.
Ladies Toilet 1 11.08 3.00 33.24
WCs (Laides) 1 5.20 3.00 15.60
Bath (Laides) 1 6.22 3.00 18.66
Gents Toilet 1 11.26 3.00 33.78
Bath (Gents) 1 6.22 3.00 18.66
Toilet (Room-1) 1 8.40 3.00 25.20
Toilet (Room-2) 1 8.40 3.00 25.20
Toilet (Room-3) 1 8.40 3.00 25.20
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
Dormitory 0.00 0.00 0.00 0.00
Partition wall 0.00
Toilet - WCs 0 2.70 3.00 0.00
Dormitory Toilets 0 2.70 0.00 0.00
38 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.
Painting for wall and ceiling
Quantity is same as interior plaster : 1009.89 Sq m 1009.89
Ceiling Quantity 298.21
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
39 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 719.61 64.44
40 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 51.85
Doors & Windows
41 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 51.85
42 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
Door Shutter 0.00
Total of doors area 0.00
Multiplying Doors qty by 2.4 0.00
Window Shutter 0.00
For Wooden Frames
43 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 19.94
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 Left Vertical 0 0.00 0.90 0.00
Corridor Left Horizontal 0 0.00 0.90 0.00
Corridor Right Vertical 0 0.00 0.90 0.00
Corridor Right Horizontal 0 0.00 0.90 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 Partitions 0.00
Meeting Hall - 1 0 0.00 3.85 0.00
44 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 38.12 38.12
Add 20% for Hauching 0.2 38.12 7.62
Terrace portion Corridor (32.2*4)+(19*2.5) 1 176.30 176.30
45 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.
Mineral False ceiling
46 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 Nos Length Wt - Kg/mt 7.00
Base Plates- 2No's - 12 mm thick (230X450) 14 0.45 21.62 136.21
Anchor Bolts -4No's (including Nuts) - M20- 450mm long 56 0.45 2.62 66.02
Gusset plate both Side - 10mm thick (L-450mmX 380 Tapering) 14 0.45 29.80 187.74
Bottom Rafter 1* SHS - 72x72x3.2 7 14.75 6.75 696.94
Slant Rafter 2* SHS 60x60x2.6 9 2.50 4.60 103.50
Vertical Rafter 2* SHS 60x60x2.6 10 1.60 4.60 73.60
Cleat angle (conneting ISMC) - ISA 75x75x10 91 0.25 7.50 170.63
connecting Bolt- 4 No's Cleat angle 364 0.10 3.50 127.40
Lap Splices (top & both side of web) 28 0.40 9.20 103.04
Add 5% Misc 5% 295.81
47 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
48 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.
over GS sheets Sides 2 15.40 0.60 18.48
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 Horizontal 0 0.00 3.00 0.00
49 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.
Structual Glazing
50 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 1000 1000.00
51 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.
52 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.
Stair Case Room 1 5.03 3.22 16.20
Passage to Electrical Room 1 3.41 0.90 3.07
Electrical Room 1 1.63 2.83 4.61
Ladies Toilet 1 2.71 2.83 7.67
WCs (Laides) 1 1.50 1.10 1.65
Bath (Laides) 1 1.50 1.61 2.42
Passage infront of Toilet 1 1.23 2.56 3.15
Gents Toilet 1 2.67 2.96 7.90
Bath (Gents) 1 1.50 1.61 2.42
Ladies Dormitory 1 4.89 5.68 27.78
Gents Dormitory 1 4.80 6.02 28.90
Toilet (Room-1) 1 2.40 1.80 4.32
Toilet (Room-2) 1 1.80 2.40 4.32
Toilet (Room-3) 1 1.80 2.40 4.32
Curved Corridor 0 29.50 2.85 0.00
Rear Corridor 0 13.55 2.00 0.00
Rear Corridor (Stage Back) 0 3.24 2.58 0.00
Total ₹ 9,664,820 Cost Rs/sqft 2,897.91
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 202.02 6936.02 346.80 7282.82 0.00 7282.82
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-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
6 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 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6527.00 195.81 6722.81 336.14 7058.95 0.00 7058.95
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 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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. m3 8846.00 265.38 9111.38 455.57 9566.95 0.00 9566.95
11 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
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 2405.85 82600.85 4130.04 86730.89 0.00 86730.89 #REF!
13 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
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 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
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
0 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
16 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
17 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
18 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
19 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
20 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
21 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
22 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
23 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
24 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
25 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
26 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
27 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
28 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
29 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
30 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
31 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
0 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
32 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
33 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
34 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
35 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
36 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 26.55 911.55 45.58 957.13 0.00 957.13
37 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 43.38 1489.38 74.47 1563.85 0.00 1563.85
38 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
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
39 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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. m2 283.00 8.49 291.49 14.57 306.06 0.00 306.06
40 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
41 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
42 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
43 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
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 4003.00 120.09 4123.09 206.15 4329.24 0.00 4329.24
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 3602.00 108.06 3710.06 185.50 3895.56 0.00 3895.56
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 91.29 3134.29 156.71 3291.00 0.00 3291.00
44 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
45 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
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 59.34 2037.34 101.87 2139.21 0.00 2139.21
46 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 108.00 3.24 111.24 5.56 116.80 0.00 116.80
47 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 26.37 905.37 45.27 950.64 0.00 950.64
48 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 19.17 658.17 32.91 691.08 0.00 691.08
49 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
50 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
51 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
52 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
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
First Floor Water Supply Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
Second Floor MEASUREMENTS AND ABSTRACT OF WATER SUPPLY WORKS
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 2 2.00
Gents Toilet 2 2.00
Ladies Toilet 2 2.00
2 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
3 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 5 5.00
4 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
5 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
6 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 1 1.00
7 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
8 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
9 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.
10 13.9.2 Vol-2, Pg -118 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter
11 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
12 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-1) 1.00 1000 1000
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
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 to OHT 0 0 0.00
13 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 30 30.00
connecting from Storage tank to 25mm 1 0 0.00
from Over head storage water tank to 25mm 1 30 30.00
14 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 30 30.00
From OHT along the wall (25mm) to 20mm dia pipe 1 30 30.00
From 25mm dia along wall to 20mm dia pipe 0 0 0.00
15 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 20 40.00
(for Cold) for inside Building 2 8 16.00
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
16 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
17 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
Block No 28 28.00
Total 132,431.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Nos 6.00 #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 1 0.00
Kitchen 0 0 0.00
Nos 0.00 #REF! #REF!
for wash Basin 0.00
Nos 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 3 Roads
RATE ANLYSIS OF INTERNAL WATER SUPPLY WORKS- Second 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 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
3 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
4 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
5 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
6 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
7 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
8 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
9 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
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 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
10 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
11 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
12 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
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 16.08 552.08 27.60 579.68 0.00 579.68 300
13 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
14 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
15 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
16 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
17 13.37 Vol-2, Pg - 123 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. Each 313.00 9.39 322.39 16.12 338.51 0.00 338.51
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
First Floor Sanitary Estimate
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024
Second Floor MEASUREMENTS AND ABSTRACT OF SANITARY WORKS
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 0 0.00
Ladies toiles 0 0.00
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 2 2.00
Ladies toiles 2 2.00
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 2 1.00 2.00
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 2 1 2.00
Gents Toilet 2 1 2.00
Ladies Toilet 2 1 2.00
Toilets 3 1 3.00
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 1 1 1.00
Gents Toilets 2 1 2.00
Ladies toiles 2 1 2.00
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 8 8.0
Ladies Toilet 8 8.0
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 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
9 14.40.2 Vol-2, Pg -137 600 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 4 4.00
Gents Toilet 8 8.00
Ladies Toilet 8 8.00
10 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 2 10 20
For Sullage 2 10 20
11 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 4 2.2 1.5 13.2
Gents toilet 2 2.4 1.75 8.4
Ladies Toilet 2 2.4 1.75 8.4
12 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 4 1.5 0.6 3.6
Gents toilet 2 1 0.6 1.2
Ladies Toilet 2 1.2 0.6 1.4
13 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 2 4.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
14 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 2 4.00
Gents Toilet 2 4 8.00
Ladies Toilet 2 4 8.00
Toilets 2 2 4.00
Total 332,318.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 #REF! #REF! #REF!
Health faucet for eauropean commode 0.00
Toilet 1 GL #VALUE!
Gents Toilets 2 FF #VALUE!
Ladies toiles 2 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 8 8.00
Ladies Toilet 8 8.00
Total Nos 0.00 #REF! #REF!
0 #REF! #REF! #REF!
Total Nos 0.0 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Floor 3
RATE ANLYSIS OF SANITARY WORKS- Second Floor .
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 4884.00 146.52 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 14.40.2 Vol-2, Pg -137 600 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 14.88 510.88 25.54 536.42 0.00 536.42
10 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 12.33 423.33 21.17 444.50 0.00 444.50
11 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 108.00 3.24 111.24 5.56 116.80 0.00 116.80
12 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
13 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
14 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 Subdivision Belagavi PWD Division Belagavi
Estimate for Terrace Floor (Civil Works)
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
MEASUREMENTS AND ABSTRACT OF TERRACE FLOOR
S.No Item # Page No Particulars No L(m) B(m) D(m) Quantity Unit Rate Amount
1 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
R C C Column From Floor to Floor & Head room columns
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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
2.5.2 Vol-1, Pg -16 R C C for Roof Beam
Head Room - Beam - BG2 2 6.50 0.23 0.45 1.35
Head Room - Beam - BG2 2 3.55 0.23 0.45 0.73
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
2.5.2 Vol-1, Pg -16 RCC For Slab
Central Dome 0 0.00 9.50 0.30 0.00
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
2.5.2 Vol-1, Pg -16 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
6 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Sill for for 23 cm Brick masonry wall
Parapet Wall 1 33.68 0.23 0.100 0.77
R C C Lintel Beam 0.00
HORIZONTALS 3.317214843
Lintel For Partition Wall 0.00
Screed Concrete 1 12.50 23.57 0.075 22.10 3.31
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 StairCase
For Lintel & Sill Concrete Cost
2.5.1 Vol-1, Pg -16 R C C for Chajja
Periphery of the Building 0.00 0.00 0.60 0.100 0.00
Horizontal 0.00
Ventilators 0.00
Projections 0.00
Projection for Shelf 0 5.00 1.00 0.100 0.00
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 Chejja
For RCC Chejja Concrete Cost
9 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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.
BBM From FF To SF
Parapet Wall 1 33.68 0.230 1.00 7.75
Ventilators 0.00
O2- Beside Kitchen 0 2.13 0.23 3.00 0.00
O4- Kitchen Entry 0 1.20 0.23 2.40 0.00
Lintel Qty -1.64
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
10 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 1.64 229.92
Chajja @ 110 Kg/Sqm 110 0.20 22.00
Column @ 260 Kg/Cum 260 7.84 2038.40
Slab Beam @ 180 Kg/Cum 180 2.10 378.00
Stair case @ 45 Kg/Cum 45 0.00 0.00
Steel Measurement sheet attached 0.00
11 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.
12 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 12.17 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 0.00
13 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 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
0 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 0.00
14 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
15 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
16 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
17 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
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
18 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)
19 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
20 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
M S Grill @ 25Kg/Cum 25 67.50 Kg 199.84 13,489
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 30 kg /sqm 0.00
21 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
Loft/Racks 0 0.00 2.09 0.00
Deduct 1/2 the area of the door & window openings
O1- StairCase 0 3.00 3.00 0.00
O2- Beside Kitchen 0 2.13 3.00 0.00
O3- Dining Area -2 0 4.43 3.00 0.00
O4- Kitchen Entry 0 1.20 2.40 0.00
Beam sides PLASTER
Head Room - Beam - BG2 2 6.50 0.90 11.70
Head Room - Beam - BG2 2 3.55 0.90 6.39
22 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 8 44 352.00
Total Length = Total BBM Qty / 0.23 / Avg Height Considered 1 32.92 32.92
23 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 2.00 4.00
Exterior Plaster
Parapet Wall 1 33.68 2.23 75.11
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
24 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.
Central Dome 0.0 0.00 9.50 0.00
Ceiling Quantity
Quantity is same as interior plaster : 140.03 Sq m 140.03
Ceiling Quantity 21.48
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
0 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.
Add for Thresholds 0.00
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
25 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.
Painting for wall and ceiling
Quantity is same as interior plaster : 140.03 Sq m 140.03
Ceiling Quantity 21.48
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
26 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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.
Exterior Wall Painting
Quantity same as exterior plaster+2 times the area of the chajja 167.73
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 Wt/Smt 0.00
Considering Roof Truss as 25 kg/sqm for Area to be Covered 0 7.10 6.05 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
Provision 0 7.10 6.05 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 Sides 0 7.10 0.60 0.00
27 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 2.70
28 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 2.70
29 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
Door Shutter 0.00
Total of doors area 0.00
Multiplying Doors qty by 2.4 0.00
Window Shutter 0.00
For Wooden Frames
30 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 1.50
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
31 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 21.48 21.48
Terrace portion 1 294.63 294.63
32 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.
33 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.
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR: PWD Common SoR 2023-2024
Rate Analysis for TERRACE 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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 269.36 7003.36 350.17 7353.53 0.00 7353.53
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 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 269.36 7003.36 350.17 7353.53 0.00 7353.53
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
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
6 2.5.1 Vol-1, Pg -16 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6527.00 261.08 6788.08 339.40 7127.48 0.00 7127.48
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 6.3 Vol-2, Pg -13 Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in 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. m3 8846.00 353.84 9199.84 459.99 9659.83 0.00 9659.83
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 41.16 1070.16 53.51 1123.67 0.00 1123.67
10 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!
11 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
12 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
0 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
13 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 3322.00 132.88 3454.88 172.74 3627.62 0.00 3627.62
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 44.56 1158.56 57.93 1216.49 0.00 1216.49
0 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
14 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
15 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
16 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
17 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
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 9.56 248.56 12.43 260.99 0.00 260.99
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 6245.00 249.80 6494.80 324.74 6819.54 0.00 6819.54
18 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
19 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
20 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
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 22.60 587.60 29.38 616.98 0.00 616.98
21 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
22 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
23 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
24 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
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 2848.00 113.92 2961.92 148.10 3110.02 0.00 3110.02
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 5326.00 213.04 5539.04 276.95 5815.99 0.00 5815.99
0 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 43.12 1121.12 56.06 1177.18 0.00 1177.18
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 35.40 920.40 46.02 966.42 0.00 966.42
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 57.84 1503.84 75.19 1579.03 0.00 1579.03
25 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
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
26 8.29 Vol-2, Pg -45 Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/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. m2 283.00 11.32 294.32 14.72 309.04 0.00 309.04
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 108.00 4.32 112.32 5.62 117.94 0.00 117.94
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 35.16 914.16 45.71 959.87 0.00 959.87
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 25.56 664.56 33.23 697.79 0.00 697.79
27 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
28 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
29 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
30 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
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 4003.00 160.12 4163.12 208.16 4371.28 0.00 4371.28
31 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
32 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
33 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
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
ROAD WORKS ESTIMATE ABSTRACT AND MEASUREMENTS
ESTIMATE OF C C ROAD
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SN Description of Work Unit No L B D Quantity Rate Amount
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. (II) By Mechanical Means using Dozer B. In area of thorny jungle.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-9 Itm. No.2.5.B
5m Wide Road No-2, L- 49 (Rear) 1 49.00 5.000 245.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 5.000 200.00
Deduction for voids 20% -20% -167.45
2 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.
PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -8 Itm. No.1.12
Earth Work Excavation
For CableDuct Across the Road at 30m interval
Cable Cross duct across Road 5 7.50 1.200 1.40 63.00
3 Cable Duct Across the Road 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 istance 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.(ii) Double row for two utility services
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-71 Itm. No.8.29.(ii)
Cable Cross duct across Road
For CableDuct Across the Road at 30m interval
Cable Cross duct across Road 5 7.50 37.50
4 Compacting original ground supporting embankment - 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. IRC37
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-17 Itm. No.3.7 58
For width of road
5m Wide Road No-2, L- 49 (Rear) 1 49.00 5.000 245.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 5.000 200.00
5 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.
For levelling and Subgrade
PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -7 Itm. No.1.8
From Cut and Fill Statement-Filling Quantity 0.00
0 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.
PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -7 Itm. No.1.9 0.00
Earthen shoulder adjacent to Concrete pavement & dry lean concrete 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 1 52.30 0.000 0.00
5m Wide Road No-2, L- 49 (Rear) 1 49.00 0.000 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00
0 Supplying and laying of bi-axial extruded high module polypropylene geogrid confirmoing to MORT&H specification for base/sub base reinforcement having minimum tensile strength 30kN/m in the longitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficency not less than 95% and with 38mm X 38mm mesh opening. (The cost is inclusive of wastage)
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-59 Itm. No.7.9 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 52.30 7.000 0.00
5m Wide Road No-2, L- 49 (Rear) 49.00 4.500 0.00
5m Wide Road No-3, L- 40 (Right) 40.00 4.500 0.00
6 Granular Sub-Base - Plant Mix Method Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 V-For Grading -V Material.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-23 Itm. No.4.1.i.(V)
GSB for Full Width
GSB in widening portion 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 2.500 0.00 0.00
For CableDuct Across the Road at 30m interval
Provision for Fill up for cable duct 5 7.50 1.200 0.25 11.25
7 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-26 Itm. No.4.17 0.00
WMM for full width 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.10 0.00
WMM for CW in widening 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 1 52.30 0.000 0.00
5m Wide Road No-2, L- 49 (Rear) 1 49.00 0.000 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00
WMM for paved shoulder
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.500 0.10 2.00
0 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-31 Itm. No.V3.5.1 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 1 52.30 0.000 0.00
5m Wide Road No-2, L- 49 (Rear) 1 49.00 0.000 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00
0 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-31 Itm. No.V3.5.4 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 1 52.30 0.000 0.00
5m Wide Road No-2, L- 49 (Rear) 1 49.00 0.000 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00
0 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30,@ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-35 Itm. No.5.12.B 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00 0.00
0 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-37 Itm. No.5.16.B 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00 0.00
8 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-49 Itm. No.6.1
Deductions 0.00
For CableDuct Across the Road at 30m interval 0.00
Cable Cross duct across Road 0 7.50 1.200 0.10 0.00 #REF!
9 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-138 Itm. No.16.28
Deductions 0.00
For CableDuct Across the Road at 30m interval 0.00
Cable Cross duct across Road -5 7.50 1.200 0.20 0.00
0 Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C2 0.00
Dowel Bars 0.00
Along the Length of Road =141.3 at 450mm c/c 0 314 0.00
0 Providing and fixing in position, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT, chairs with proper alignment etc. complete.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C3 0.00
Along the Length of Road =141.3 at 450mm c/c 0 471 0.00
0 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer-in-charge
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C4 0.00
7.5m Wide Road No-1, L- 52.3 (Front ) 1 52.30 0.000 0.00
5m Wide Road No-2, L- 49 (Rear) 1 49.00 0.000 0.00
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.000 0.00
10 Construction of sub-grade and earthen shoulders with approved 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.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-17 Itm. No.3.6
5m Wide Road No-3, L- 40 (Right) 1 40.00 0.500 0.30 6.00
11 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)
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-51 Itm. No.6.8.2
5m Wide Road No-2, L- 49 (Rear) 2 49.00 0.500 49.00
5m Wide Road No-3, L- 40 (Right) 2 40.00 0.500 40.00
For CableDuct Across the Road at 30m interval 0.00
Cable Cross duct across Road 0 7.50 1.200 0.00
Deduct 3% length for intersections (CDs and Junctions) 0.00
12 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, b. PCC M20 grade for kerb Cast in Situ
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-63 Itm. No.8.1.(b)
For Shoulder edge
7.5m Wide Road No-1, L- 52.3 (Front ) 4 52.30 209.20
5m Wide Road No-2, L- 49 (Rear) 4 49.00 196.00
5m Wide Road No-3, L- 40 (Right) 4 40.00 160.00
Deduct for Junctions and median gaps (5%) #REF!
13 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-66 Itm. No.8.10.
5m Wide Road No-2, L- 49 (Rear) 4 49.00 0.65 127.40
5m Wide Road No-3, L- 40 (Right) 4 40.00 0.65 104.00
Deduct for Junctions and median gaps (5%) 0.00
14 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 (iii) Two lane with formation width of 9.00 m
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-95 Itm. No.8.60.2
At entry and At exit 2 2.0
15 Direction and Place Identification Signs with size more than 0.9 m2 size Board : Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-65 Itm. No.8.8
Direction and Place Identification Signs
at Locations 1 0.90 0.9
16 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width
PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-66 Itm. No.8.13.(i)
For Length = 0.1413 km L = 141 m
Covering No L Width
For Centre marking 50% 1 141 0.125 8.83
For Edge marking 100% 2 141 0.125 35.33
Grand Total, Rs 2,409,062.00 km /km cost SHDP Cost SHDP length
Cost per m 17,049.27 #REF! #REF! 11.6 2.9
Section Officer
Assistant Executive Engineer, Executive Engineer,
PROPOSED PATRIKA BHAVAN AT BELAGAVI
RATE ANALYSIS FOR ROAD WORKS
SOR Karnataka 2023 of PWD
SN I.No Pg.No Items Unit Basic Rate Area wtg % Gross Rate Page No. Common
Road & Junctions Itm. No.
1 2.5.B Vol-3, Pg-9 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. (II) By Mechanical Means using Dozer B. In area of thorny jungle. m2 484.00 24.2 508.2 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-9 Itm. No.2.5.B 0 0.17 R1 - Murrum (12m Road)
2 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 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -8 Itm. No.1.12 Check 19.14
3 8.29.(ii) Vol-3, Pg-71 Cable Duct Across the Road 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 istance 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.(ii) Double row for two utility services m 4009.00 200.45 4209.45 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-71 Itm. No.8.29.(ii)
4 3.70 Vol-3, Pg-17 Compacting original ground supporting embankment - 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. m3 105.00 5.25 110.25 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-17 Itm. No.3.7
5 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 23.7 497.7 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -7 Itm. No.1.8
0 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 13.3 279.3 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -7 Itm. No.1.9
0 7.9 Vol-3, Pg-59 Supplying and laying of bi-axial extruded high module polypropylene geogrid confirmoing to MORT&H specification for base/sub base reinforcement having minimum tensile strength 30kN/m in the longitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficency not less than 95% and with 38mm X 38mm mesh opening. (The cost is inclusive of wastage) m2 86.00 4.3 90.3 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-59 Itm. No.7.9
6 4.1.i.(V) Vol-3, Pg-23 Granular Sub-Base - Plant Mix Method Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 V-For Grading -V Material. m3 2487.00 124.35 2611.35 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-23 Itm. No.4.1.i.(V)
7 4.17 Vol-3, Pg-26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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. m3 2559.00 127.95 2686.95 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-26 Itm. No.4.17
0 V3.5.1 Vol-3, Pg-31 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. m2 41.00 2.05 43.05 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-31 Itm. No.V3.5.1
0 V3.5.4 Vol-3, Pg-31 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. m2 14.00 0.7 14.7 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-31 Itm. No.V3.5.4 Check
0 5.12.B Vol-3, Pg-35 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30,@ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 9362.00 468.1 9830.1 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-35 Itm. No.5.12.B
0 5.16.B Vol-3, Pg-37 Bituminous Concrete Grading II for traffic <20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects M3 10865.00 543.25 11408.25 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-37 Itm. No.5.16.B
8 6.1 Vol-3, Pg-49 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. m3 4876.00 243.8 5119.8 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-49 Itm. No.6.1
9 16.28 Vol-3, Pg-138 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 6639.00 331.95 6970.95 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-138 Itm. No.16.28
0 16.28 Vol-3, Pg-138 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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 drawing), 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 drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 6639.00 331.95 6970.95 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-138 Itm. No.16.28
0 17-C2 Vol-3, Pg-163 Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete No. 380.00 19 399 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C2
0 17-C3 Vol-3, Pg-163 Providing and fixing in position, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT, chairs with proper alignment etc. complete. No, 270.00 13.5 283.5 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C3
0 17-C4 Vol-3, Pg-163 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer-in-charge m 70.00 3.5 73.5 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-163 Itm. No.17-C4
10 3.6 Vol-3, Pg-17 Construction of sub-grade and earthen shoulders with approved 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. m3 493.00 24.65 517.65 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-17 Itm. No.3.6
11 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 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-51 Itm. No.6.8.2
12 8.1.(b) Vol-3, Pg-63 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, b. PCC M20 grade for kerb Cast in Situ m 265.00 13.25 278.25 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-63 Itm. No.8.1.(b)
13 8.10. Vol-3, Pg-66 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. m2 109.00 5.45 114.45 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-66 Itm. No.8.10.
0 2.1.4 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. m3 6147.00 307.35 6454.35 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -15 Itm. No.2.1.4
0 2.3.1 Vol-1, Pg -16 Providing and laying in 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6221.00 311.05 6532.05 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -16 Itm. No.2.3.1
0 SL No-4, 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 4. Cement Concrete Drain Walls for Percentage on finished rate of concrete per m3 is 35% m3 0.35 0 0.35 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -111 Itm. No.SL No-4, Add-I
0 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 PWD Common SR 2023-24-, Pg. No. Vol-1, Pg -19 Itm. No.2.11.h
14 8.60.2 Vol-3, Pg-95 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 (iii) Two lane with formation width of 9.00 m No. 51869.00 2593.45 54462.45 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-95 Itm. No.8.60.2
15 8.8 Vol-3, Pg-65 Direction and Place Identification Signs with size more than 0.9 m2 size Board : Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing m2 9702.00 485.1 10187.1 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-65 Itm. No.8.8
16 8.13.(i) Vol-3, Pg-66 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width m2 203.00 10.15 213.15 PWD Common SR 2023-24-, Pg. No. Vol-3, Pg-66 Itm. No.8.13.(i)
Estimate for RCC DRAIN
EXCAVATION OFFSET - 0.100
WALL THICKNESS 0.100
EXCAVATION For RCC Drain (0.9mx0.90m) 0.00 0 1.30 1.15
EXCAVATION For RCC Drain (0.45mx0.45m) 2.00 141 0.85 1.15
PCC FOR RCC Drain (0.9mx0.90m) 0.00 0 1.30 0.10
PCC FOR RCC Drain (0.45mx0.45m) 2.00 141 0.85 0.10
Bottom RAFT FOR RCC Drain (0.9mx0.90m) 0.00 0 1.10 0.15
0 Bottom RAFT FOR RCC Drain (0.45mx0.45m) 2.00 141 0.65 0.15
0 WALL FOR RCC Drain (0.9mx0.90m) 0.00 0 0.10 0.90
0 WALL FOR RCC Drain (0.45mx0.45m) 4.00 141 0.10 0.45
RCC COVER SLAB ABOVE DRAIN 4 6.00 1.20 0.200 2 141.00 0.90 0.2
RCC WALL FOR COVER SLAB PORTION OF DRAIN 0.00 6.00 0.15 0.45
RCC BOTTOM RAFT FOR COVER SLAB PORTION OF DRAIN 0.00 6.00 1.20 0.10
PARAPET WALL FOR COVER SLAB PORTION OF DRAIN 8.00 0.90 0.15 0.60
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
Drain Unit No L(m)
RCC Drain (0.9mx0.90m) m 0 0 0
RCC Drain (0.45mx0.45m) m 2 141 282
Measurement & Abstract of RCC Drain (0.9mx0.90m) & RCC Drain (0.45mx0.45m)
S.No Item # Page No Particulars Unit No L(m) B(m) D(m) Quantity Rate Amount
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 For RCC Drain (0.9mx0.90m) 0 0.00 1.30 1.30 0.00
EXCAVATION For RCC Drain (0.45mx0.45m) 2 141.00 0.85 1.30 311.61
0 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.
EXCAVATION For RCC Drain (0.9mx0.90m) 0 0.00 1.30 1.15 0.00
2 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
P C C in Foundation
PCC FOR RCC Drain (0.9mx0.90m) 0 0.00 1.30 0.10 0.00
PCC FOR RCC Drain (0.45mx0.45m) 2 141.00 0.85 0.10 23.97
3 2.4.2 Vol-1, Pg -16 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 0.50 m 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including Formwork for C C Drain 35%
RCC DRAIN 150mm thick wall-RCC Drain (0.9mx0.90m)
Bottom RAFT FOR RCC Drain (0.9mx0.90m) 0 0.0 1.10 0.15 0.00
WALL FOR RCC Drain (0.9mx0.90m) 0 0.0 0.10 0.90 0.00
Deduct for Cover Slab Portion 0 6.00 0.10 0.90 0.00
RCC DRAIN 150mm thick wall-RCC Drain (0.45mx0.45m)
Bottom RAFT FOR RCC Drain (0.45mx0.45m) 2 141.0 0.65 0.15 27.50
WALL FOR RCC Drain (0.45mx0.45m) 4 141.0 0.100 0.45 25.38
RCC DRAIN Wall Slab For Plot Entry 0.00
RCC WALL FOR COVER SLAB PORTION OF DRAIN 0 6.00 0.15 0.45 0.00
RCC BOTTOM RAFT FOR COVER SLAB PORTION OF DRAIN 0 6.00 1.20 0.10 0.00
RCC DRAIN Cover Slab For Plot Entry
RCC COVER SLAB ABOVE DRAIN 4 6.00 1.20 0.20 5.76
PARAPET WALL FOR COVER SLAB PORTION OF DRAIN 8 0.90 0.15 0.60 0.65
4 SL No-4, 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 4. Cement Concrete Drain Walls for Percentage on finished rate of concrete per m3 is 35% 35% 6532.05 59.29 2286.22 135,549.8
5 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.
Bottom RAFT FOR RCC Drain (0.9mx0.90m) 0.00 0.00 1.10 0.30 0.00
Bottom RAFT FOR RCC Drain (0.45mx0.45m) 2.00 141.00 0.65 0.30 54.99
WALL FOR RCC Drain (0.9mx0.90m) 0.00 0.00 0.20 0.90 0.00
WALL FOR RCC Drain (0.45mx0.45m) 2.00 141.00 0.20 0.45 25.38
Filling Available Earth m3 80.37 497.70 40,000.1
6 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
For RCC Drain @ 65 Kg/Cum 65 52.88 3436.88
Cover Slab @ 180Kg/Sqm 180 5.76 1036.80
Cover Slab @ 120Kg/Sqm 50 0.65 32.40
TOTAL 1,075,342.0 #REF!
0 DR-1 Reusing the existing available stones and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13 =Finished Rate (I.No 5.13 : 6005) - cost of Material (SL No 65, Code No 0793 : 380.95 (M)) - 10% of M (over head charges) - 10% of M (Material Profit) = Data Rate
Reusing 75% of the existing available stones for Drain 0.00
Using 75% of total quanity 0.75 0.00
0 5.4 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 : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
Consturcting masonry drain 0.00
For Remaining 25% of total quanity 0.25 0.00
m3 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR: SOR Karnataka 2023 of PWD Buildings
Rate Analysis for RCC DRAIN
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Weigh tage Total Amount
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 #NAME?
0 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
2 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m3 5918.00 295.90 6213.90
3 2.4.2 Vol-1, Pg -16 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 0.50 m 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including Formwork for C C Drain 35% m3 6221.00 311.05 6532.05
4 SL No-4, 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 4. Cement Concrete Drain Walls for Percentage on finished rate of concrete per m3 is 35% m3 0.35 0.00 0.35
5 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
6 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 DR-1 #NAME? Reusing the existing available stones and constructing granite / trap / basalt size stone masonry in superstructure with cement mortar 1:4 , edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, scaffolding, curing complete as per specifications. KBS 5.1.13 =Finished Rate (I.No 5.13 : 6005) - cost of Material (SL No 65, Code No 0793 : 380.95 (M)) - 10% of M (over head charges) - 10% of M (Material Profit) = Data Rate Cum 0.00 0.00 0.00
0 5.4 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 : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m3 5315.00 #REF! #REF!
ESTIMATE OF BOX CULVERT: 0.75 V, ( 0.75 m x 0.75 m)
Return Wall Box 0.75x0.75 m, 0.75 Vent Approach Slab 3.50 Curtain Wall D/S
Length Width Road Width 13.50 Thickness 0.30 Ht Width offset
M-15 0.10 Box Width 0.75 Vent 0.75 Levelling Course M-15 0.15 M-15 Thick 0.150 1.850 0.100
Up to GL #REF! #REF! Box Ht 0.75 Footing 1st 0.550 1.650
1.4625 Above GL 1.080 #REF! End Walls 0.20 No Of Walls 1.5 Footing 2nd 0.750 0.750 0.450
Base Slab #REF! #REF! Middle Walls 0.15 2 Length D M-10 Footing 3rd 0.750 0.450 0.150
Murrum 0.30 Top Slab 0.25 Excavation Depth 1.25 Floor Apron D/S 3 0.45 0.10 Wall 0.450 0.200 0.125
Murrum Off 0.10 Bottom Slab 0.15 Floor Apron U/S 2 0.45 0.10 Curtain Wall U/S
Murrum Offset 0.00 Flexible Apron D/S 3 0.75 0.10 Ht Width offest
4 M-15 Offset 0.10 Flexible Apron U/S 2 0.75 0.10 M-15 Thick 0.150 1.500 0.100
RCC Drain Connecting to Box Culvert L B D QTY Cut off wall PCC Thick 0.10 Footing 1st 0.800 1.300
PCC for RCC DRAIN 0.42 1.02 0.10 Width 0.25 Extra offset 0.00 Wall 0.450 0.200 0.125
BASE SLAB for RCC DRAIN 0.42 1.02 0.15 M-15 0.1 Murrum 0.30
WALL THICKNESS for RCC DRAIN 0.45 0.15 0.60 C 0.00
steel qty for RCC DRAIN (90 kg/cum) 0.09
ESTIMATE OF RCC DRAIN (0.6m X 1.0 m) Design FRL 574.807
PROPOSED PATRIKA BHAVAN AT BELAGAVI 15.48
ESTIMATE OF BOX CULVERT: 0.75 V, ( 0.75 m x 0.75 m)
Culverts Nos 2 72.5 18 90.5
SN Description of Work Unit No L B D Qty Rate Amount
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.
Common SOR 2023 Item No 1.14.1 Page No Vol-1, Pg -8
RCC Drain Connecting to Box Culvert 4 0.45 1.02 1.25 2.31
2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
Common SOR 2023 Item No 2.1.3 Page No Vol-1, Pg -15
PCC for RCC DRAIN 4 0.42 1.02 0.10 0.17
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 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.Including formwork for box culvert 20%
Common SOR 2023 Item No 2.4.3 Page No Vol-1, Pg -16
Parpet Wall 4 1.15 0.15 0.60 0.41
BASE SLAB for RCC DRAIN 4 0.42 1.02 0.150 0.26
WALL THICKNESS for RCC DRAIN 8 0.45 0.150 0.60 0.32
4 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-112, Bridges of Sl No 6. Box Culverts for Percentage on finished rate of concrete per m3 is 20% % 20% 6538.35 21.51 1307.67 28,127.98
5 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
Common SOR 2023 Item No 2.11.h Page No Vol-1, Pg -19
BOX CULVERT 220 Kgs/cum 1 20.93 220.00 4604.60
RCC DRAIN 90 Kgs/Cum 1 0.58 0.09 0.05
Total 534,906.00
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR: SOR Karnataka 2023 of PWD
RATE ANALYSIS FOR BOX CULVERTS Common SOR 2023
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Weigh tage Total Amount Particular
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 Common SOR 2023 Item No 1.14.1 Page No Vol-1, Pg -8
2 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m3 5918.00 295.90 6213.90 Common SOR 2023 Item No 2.1.3 Page No Vol-1, Pg -15
3 2.4.3 Vol-1, Pg -16 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 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.Including formwork for box culvert 20% m3 6227.00 311.35 6538.35 Common SOR 2023 Item No 2.4.3 Page No Vol-1, Pg -16
4 B. SL No-6, Add-I Vol-1, Pg -112 Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-112, Bridges of Sl No 6. Box Culverts for Percentage on finished rate of concrete per m3 is 20% 0 20% 1% 21%
5 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 Common SOR 2023 Item No 2.11.h Page No Vol-1, Pg -19
Estimate for Compound wall
KARNATAKA PUBLIC WORKS DEPARTMENT
CONSTRUCTION OF POST METRIC GIRLS HOSTEL AT BILGI, BILGI TALUK, BAGALKOT DISTRICT.
Total Length of Compound Wall - 157.14 m
SR : SOR Karnataka 2022 of PWD
MEASUREMENTS AND ABSTRACT OF COMPOUND WALL Earth work Excavation for Stone masonary to be given
S.No Item# Item of Work Unit No Length Breadth Depth Qty Rate Amount (Rs)
1 2.5.B 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. (II) By Mechanical Means using Dozer B. In area of thorny jungle.
Clearing and Grubbing
Total length 157.14m X Width 2m =314.28 Sqm 1 157.14 2 314.3
For Reserve forest area in side periphery 0 540 20 0.0
For Reserve forest area out side 0 537.52 0 0
For Village road between IIT & Tata Motors 1 157.14 0 0
Voids 20% -62.9
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.
Compound wall 52 1.70 0.60 0.775 41.11
Extra excavation for ground beam as per cut-fill statement LS 15.00
Combined Columns(at expansion joint) 4 1.65 1.15 1.50 11.39
Main Gate Columns(1 No) 2 1.80 1.80 2.00 12.96
Wicket Gate Columns(1 No) 1 1.80 1.80 2.00 6.48
Excavation for CD work
For 1200mm dia pipe CD(5 Row) 0 12.45 1.80 1.500 0.00
For 1200mm dia pipe CD(3 Row) 0 10.60 1.80 1.500 0.00
For 1000mm dia pipe CD(1 Row) 1 No 0 4.00 1.50 1.500 0.00
For 750mm dia pipe CD( 1 Row) 1 No 1 4.00 1.50 1.500 9.00
Deduction for CDs
For 1200mm dia pipe CD(5 Row) 0 12.45 0.60 0.775 0.00
For 1200mm dia pipe CD(3 Row) 0 10.60 0.60 0.775 0.00
For 1000mm dia pipe CD(1 Row) 1 No 0 4.00 0.75 0.775 0.00
For 750mm dia pipe CD( 1 Row) 1 No -1 4.00 0.75 0.775 -2.33
Barbed Wire Fencing 0.00
Excavation 0 0.6 0.6 0.9 0.00
Total Quantity of excavation in Hard Soil m3 30% 217.82 65.35 107.10 6,998.6
3 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.
Total Quantity of excavation=217.821
0 1.3 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.
Total Quantity of excavation=217.821 0.00
Quantity of Hard rock=5% X 217.821 = 0 0% 217.82 0.00
4 2.1.3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
In Foundation - P C C
Compound wall 52 2.77 0.60 0.100 8.64
Wall Columns 49 1.30 1.30 0.100 8.28
Combined Columns(at expansion joint) 4 1.65 1.15 0.100 0.76
Main Gate Columns 2 1.80 1.80 0.100 0.65
Wicket Gate Columns 1 1.80 1.80 0.100 0.32
PCC for CD work
For 1200mm dia pipe CD(5 Row) 0 12.45 1.80 0.100 0.00
For 1200mm dia pipe CD(3 Row) 0 10.60 1.80 0.100 0.00
For 1000mm dia pipe CD(1 Row) 1 No 0 4.00 1.50 0.100 0.00
For 750mm dia pipe CD( 1 Row) 1 No 1 4.00 1.50 0.100 0.60
Deduction for CDs
For 1200mm dia pipe CD(5 Row) 0 12.45 0.60 0.100 0.00
For 1200mm dia pipe CD(3 Row) 0 10.60 0.60 0.100 0.00
For 1000mm dia pipe CD(1 Row) 1 No 0 4.00 0.60 0.100 0.00
For 750mm dia pipe CD( 1 Row) 1 No -1 4.00 0.60 0.100 -0.24
For CD Head wall Avg
For 1200mm dia pipe CD(5 Row) 0 12.45 0.98 3.050 0.00
For 1200mm dia pipe CD(3 Row) 0 10.60 0.98 3.050 0.00
For 1000mm dia pipe CD(1 Row) 1 No 0 2.00 0.83 0.100 0.00
For 750mm dia pipe CD( 1 Row) 1 No 1 2.00 0.83 0.100 0.17
For 1000mm dia pipe CD 0 1.50 0.60 0.150 0.00
Deduction for pipe
For 900mm dia pipe CD (3.145x1.05x1.05x0.25) 0 0.87 0.00
Barbed Wire Fencing 0.00
5 2.2.3 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
RCC Wall Column Footings 49 1.00 1.00 0.30 14.70
RCC Wall Column combined Footings(at expansion joint) 4 1.35 1.15 0.25 1.55
RCC Main Gate Footings 2 1.50 1.50 0.40 1.80
RCC Wicket Gate Footings 1 1.50 1.50 0.40 0.90
Barbed Wire Fencing 0.00
Additional for formwork, Centering & Scaffolding for SL No 1 : Foundation up to plinth as per Appendix-I in Volume-1 of page No.-115 (8% of Finished Rate) % 8% 6538.35 18.95 523.07 9,913.4
B) Column Concrete below Ground Beam
RCC Wall Columns(Below GL 1.5-0.35=1.15m) 49 0.30 0.23 1.10 3.72
RCC Wall Column (at expansion joint) 4 0.30 0.23 1.10 0.30
RCC Gate Columns 2 0.45 0.45 1.50 0.61
Wicket Gate Columns 1 0.45 0.35 1.50 0.24
Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-115 (70% of Finished Rate)- As per Corrigendum-3 % 70% 6538.35 4.87 4576.85 22,273.0
D) Ground Beams(0.20*0.30)
For wall support 52 2.77 0.23 0.38 12.59
Below gate portion (Main Gate 4m*1, Wicket Gate 1.2m=5.2m) 1 7.20 0.23 0.38 0.63
RCC Curtain Wall 1 157.14 0.20 1.80 56.57
Additional for formwork, Centering & Scaffolding for SL No 12 : Beams & Lintels As per Appendix-I in Volume-1 of page No.-115 (60% of Finished Rate)- As per Corrigendum-3 % 60% 6538.35 69.79 3923.01 273,782.1
6 2.5.2 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
Column Concrete
RCC Wall Columns 52 0.3 0.23 2.35 8.43
Barbed Wire Fencing 0.00
RCC Wall Columns (at Stepped Span) Compound length= 147.99 Average depth=0.45, No of columns at Stepped legnth (Considering For Every 15m)= 147.99/15 = 10 No's 10 0.3 0.23 2.35 1.62
RCC Gate Columns 2 0.45 0.45 2.50 1.01
Wicket Gate Columns 1 0.45 0.45 2.50 0.51
Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-115 (70% of Finished Rate) % 70% 7070.70 15.65 4949.49 77,469.7
7 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
For stone masonry below ground beam 0 136.00 0.45 0.60 0.00
For stone masonry above ground and below ground beam
Quantity Considering as per Site Condition 40.00
Deductions for CDs (Compound side) 0 12.45 0.45 0.60 0.00
Deductions for CDs (Compound side) 0 10.60 0.45 0.60 0.00
Deductions for CDs (Compound side) 900 mm CD 0 2.00 0.45 0.60 0.00
Deductions for CDs (Compound side)600 mm CD -0.5 2.00 0.45 0.60 -0.27
8 2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50 m 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 necessary, 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 appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.
P C C Coping at top of stone masonry 0 136.00 0.45 0.075 0.00
Quantity Considering as per Site Condition 40.00
Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-115 (10% of Finished Rate) % 10% 6643.35 40.00 664.34 26,573.4
9 6.32 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.
C C Block Masonary
Deduction RCC Column from wall 52 -0.23 2.10 -25.12
0 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.
10 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.
MS Grill Over Block Masonry
Considering 30 kg/Sqm 30 88.79 2663.82
11 8.17.1 Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
(Exposed portion of stone masonry both side) 40% 141.54 0.45 25.48
12 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.
18mm thick Cement plaster
For wall and wall columns 2 147.99 2.350 695.55
For columns of main gate (0.45*4sides-0.23 wall thickness=1.57m) 2 1.60 2.50 8.00
For columns of wicket gate (0.45*2sides+ 0.35*2 sides) = 1.60 m) 1 1.6 2.500 4.00
For Beam Over Masonry 1 147.99 0.50 74.00
Plastering for below plinth (for exposed portions) 2 147.99 0.50 147.99
Plastering for Drip Moulding to walls 2 147.99 0.10 29.60
Plastering for Drip Moulding to Columns 54 1.06 0.10 5.72
13 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.
Two coats of antifungal paint
Quantity same as plaster qunatity 964.86
14 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.
M S Main Gate 1 6.00 2.60 15.60
M S Wicket Gate 1 1.20 2.10 2.52
Considering 40 kg/sqm 35 18.12 634.20
15 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.
For pipe bottom(2 Rows+1 Row) 2 8.00 1.75 0.150 4.20
For Cd filling 0 2.00 7.5 1.05 0.00
16 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
Steel for RCC Footing@30Kg/Cum 30 18.95 568.58
Steel for RCC Column @150Kg/Cum 150 16.44 2465.78
Steel for RCC Ground Beam @ 120Kg/Cum 120 69.79 8374.65
Steel for RCC Lintel@100Kg/Cum 100 4.08 408.00
17 1.90 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
Quantity of excavation
Bed concrete= 18.35 : Footing & Column Qty=23.81895 : Stone Masonry = 39.73, So Total Qty = 82 -81.90
Quantity to be Filled : 136Cum 135.92
0 16.15(b) 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. 1000mm dia
For 1000 mm Dia CD(No of Row 1) 1 2.50 2.50
18 16.15(C) 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. 750mm dia
For 750mm dia CD (No of Row 1) 1.48 2.50 3.70
19 3.11 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8 10 t smooth wheeled roller, complete as per clause 310.
Earthen drain along the road
For Road formation along the compound 2 157.14 1.20 0.45 169.71
For Road formation along the compound out side Reserve forest boundry 0 1.20 0.75 0.00
For Road formation along the compound in side Reserve forest boundry 0 1.20 0.75 0.00
0 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-inCharge.
Length of one "Y" Shaped angle of 45mmX45mmX5mm = (2X0.45)+0.3+0.45=1.65m 0.00
Total length of Y shaped angle 1.65m x 52 = 85.8 m 0 86.00 0.00
Extra for steps taken as per site condition, Y shaped angle 1.65m x 20 =33 m 0 33.00 0.00
Weight per metre length of 45mmX45mmX5mm angle=3.4kg. 0.00 3.45 0.00
20 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.
Total length of Y shaped angle 1.65m x 52 = 85.8 m 2 85.8 0.19 32.95 Extra for steps taken as per site condition, Y shaped angle 1.65m x 20 = 20*1.65 m
Extra for steps taken as per site condition, Y shaped angle 1.65m x 20 =33 m 2 33 0.19 12.67
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 11.57.1 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.
8 No's of G.I Barbed Wire for Y-Shape angle above RCC Column 0 147.99 0.00
m 0.00 #REF! #REF!
0 11.61 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 m openable length ( total length 90 m), having 50 nos rounds per 6 m length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately).
Total length of barbed wire compound wall m 0 147.99 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : SOR Karnataka 2022 of PWD Circle: Area Weightage:
RATE ANALYISIS FOR COMPOUND WALL
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate Item # Rate (Rs,)
1 2.5.B Vol-3, Pg-9 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. (II) By Mechanical Means using Dozer B. In area of thorny jungle. m2 484.00 24.20 508.20 18.15 20720.00
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 5.10 107.10 2.23.1 282.00
3 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 2.23.2 876.00
0 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 2.8 1258.00
4 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m3 5918.00 295.90 6213.90 4.7 5609.00
5 2.2.3 Vol-1, Pg -15 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 6227.00 311.35 6538.35 4.11 6229.00
6 2.5.2 Vol-1, Pg -16 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. m3 6734.00 336.70 7070.70 4.13 6375.00
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 6364.00 318.20 6682.20 5.2 4032.00
8 2.4.1 Vol-1, Pg -16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50 m 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 necessary, 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 appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. m3 6327.00 316.35 6643.35 4.6 5781.00
9 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 5.27.1 918.00
0 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 7948.00 397.40 8345.40 6.6
10 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 15.1 96.00
11 8.17.1 Vol-2, Pg -44 Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. m2 171.00 8.55 179.55 15.1 96.00
12 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 15.17 194.00
13 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 8.70 182.70 15.53.2 150.00
14 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 7.37 2947.00
15 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 19.60. 395.00
16 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 4.46.2 60431.00
17 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 13.30 279.30 2.10. 127.00
0 16.15(b) Vol-3, Pg-146 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. 1000mm dia m 7958.00 397.90 8355.90 34.6.3 3445.00
18 16.15(C) Vol-3, Pg-146 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. 750mm dia m 3335.00 166.75 3501.75 34.6.5 9288.00
19 3.11 Vol-3, Pg-18 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8 10 t smooth wheeled roller, complete as per clause 310. m2 4.00 0.20 4.20 19.14 30.00
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 108.00 5.40 113.40 7.30.
20 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 15.74 82.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
0 11.57.1 Vol-2, Pg -95 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire. m 18.00 #REF! #REF! 24.22 379.00
0 11.61 Vol-2, Pg -96 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 m openable length ( total length 90 m), having 50 nos rounds per 6 m length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m (cost of M.S. angle, C.C. blocks shall be paid separately). m 316.00 #REF! #REF! CPWD SR Page No. 270 Item No. 16.53) 284.10
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 #REF! #REF!
Estimate for SUMP TANK
KARNATAKA PUBLIC WORKS DEPARTMENT Type of soil Hard Soil
PROPOSED PATRIKA BHAVAN AT BELAGAVI Tanks 76 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 75
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 11.00 6.00 0.60 39.60 Try changing depths of excavation
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 10.00 0.25 1.800 9.00
Sides retaining wall 2 5.00 0.25 1.800 4.50
Sides retaining wall 0 6.00 0.20 2.350 0.00
Sides retaining wall 0 4.00 0.20 2.350 0.00
Wall in between 1 5.00 0.25 0.800 1.00
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
Concrete Cost 4.5 +9 +0 +0 = 13.50
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 0.966+0.529 = 1.50
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 8.424+11.232+0+0 = 19.66
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 = 35.66 Cum. 5.35
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
Top of raft 1 10.00 5.00 50.00
Sides retaining wall 2 10.00 1.800 36.00
Top and bottom of slab 2 10.00 5.00 100.00
Top of raft 0 6.00 4.00 0.00
Sides retaining wall 0 6.00 2.350 0.00
Top and bottom of slab 0 6.00 4.00 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 35.660 53.49
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 231.00
Filled by items 45.56
Volume of tank 75.00
Filling = Excavation(231) - Filled by Items (45.56) - Vol. of Septic tank(75) = 110.44 Cum. 110.44
Total 943,732.11
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
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 108.00 5.40 113.40 0.00 113.40 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 Subdivision Belagavi PWD Division Belagavi
Estimate for SEPTIC Tank
ABSTRACT OF SEPTIC TANK
Sl No Item No Description Unit Qty Rate Amount
0 1.4.1 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. Cum 0.00 254.10 0.00
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. m3 407.65 107.10 43659.27
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. m3 67.00 381.15 25537.05
0 1.3 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 0.00 185.85 0.00
3 1.4.2 Earth workexcavation 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, removalof 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 50m and lift upto 1.5m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3m. m3 41.61 271.95 11315.84
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. a. RMC M10 Grade m3 5.12 4984.35 25519.88
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. c. RMC m30 Grade m3 45.55 6529.95 297439.23
Additional for formwork, Centering & Scaffolding for SL No 1 : Foundation up to plinth as per Appendix-I in Volume-1 of page No.-115 (8% of Finished Rate) % 45.55 522.40 23795.14
Lath Plaster Wall m3 3.40 6529.95 22201.83
Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-115 (10% of Finished Rate) % 3.40 4570.97 15541.29
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 h.All other type of structures t 0.68 73236.45 50038.81
7 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. m3 7.39 8345.40 61672.51
8 7.6.2 Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. m 16.00 3160.50 50568.00
9 16.2.1 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubbergaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 100 mm dia. pipes (This is for house service connection only). m 20.00 415.80 8316.00
10 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 86.80 431.55 37458.54
14 8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement 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 300.60 446.25 134142.75
15 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-inCharge. kg 40.00 113.40 4536.00
16 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. m3 374.55 279.30 104610.58
#REF! #REF! #REF! #REF! 300.60 #REF! #REF!
#REF! #REF! #REF! #REF! 16.64 #REF! #REF!
#REF! #REF! #REF! #REF! 3.40 #REF! #REF!
#REF! #REF! #REF! #REF! 0.00 #REF! #REF!
#REF! #REF! #REF! #REF! 0.00 #REF! #REF!
#REF! #REF! #REF! #REF! #REF! #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI INLET CHAMER DETAILS
Sludge Clearing Interval (Year) No. of People Length Width Depth of Liquid
MEASUREMENT AND ABSTRACT OF SEPTIC TANK SOR: L B D
S.N Item# Page No Particulars Unit Nos Length Breadth Height Qty Rate Amount 0.6 0.45 0.45
0 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.
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 ordinary soil
Inlet Chamber 2 0.70 0.70 1.00 0.98
Connecting pipe to soak pit 2 1.00 0.30 1.00 0.60
Excavation in Hard soil
Inlet Chamber 2 0.70 0.70 0.00 0.00
Connecting pipe to soak pit 2 1.00 0.30 0.00 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.
Excavation in SoftRock without blasting
0 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.
3 1.4.2 Vol-1, Pg -5 Earth workexcavation 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, removalof 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 50m and lift upto 1.5m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3m.
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
Bottom of Inlet Chamber 2 0.70 0.80 0.100 0.11
Walls of Inlet Chamber 2 2.00 0.10 0.625 0.25
Septic Tank-Partition wall 2 3.30 0.20 1.250 1.65
Septic Tank-Long wall 4 11.10 0.20 1.700 15.10
Septic Tank-Short wall 4 3.30 0.20 1.700 4.49
Additional for formwork, Centering & Scaffolding for SL No 1 : Foundation up to plinth as per Appendix-I in Volume-1 of page No.-115 (8% of Finished Rate) 8% 6529.95 45.55 522.40 23,795.14
Lath Plaster Wall
Baffle wall 2 3.30 0.10 0.65 0.43
Additional for formwork, Centering & Scaffolding for Sl No 8 : Columns & Piers As per Appendix-I in Volume-1 of page No.-115 (10% of Finished Rate) 70% 6529.95 3.40 4570.97 15,541.29
6 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
Steel @ 150 Kg/Cum
Total RCC 1 46 150 6832.50
7 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.
Short Walls 0 3.30 0.23 2.00 0.00
Partition Wall 0 3.30 0.23 1.45 0.00
8 7.6.2 Vol-5, Pg -86 Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia.
9 16.2.1 Vol-5, Pg -187 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubbergaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 100 mm dia. pipes (This is for house service connection only).
Wash Out Pipe at bottom of Tank m 2 10.00 20.00 415.8 8316.00
10 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.
From Septic Tank to Soak Pit m 2.0 3.40 6.8
11 10.1.9 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 160mm dia., 6 kg/sqcm & class 3.
12 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
13 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
14 8.6.2 Vol-2, Pg -42 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement 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.
quantity same as centering qty m2 300.60 446.3 134142.75
15 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 shee of 5mm thk and making foot steps of CI bars) kg 40 40.00 113.4 4536.00
16 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 474.65
Filled by items 50.67
Volume of tank 49.43
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
#REF! #REF! #REF! #REF!
#REF! #REF! #REF! #REF!
Walls of Inlet Chamber 4 2.00 0.63 5.00
Septic Tank-Partition wall 4 3.30 1.25 16.50
Septic Tank-Long wall 8 11.10 1.70 150.96
Septic Tank-Short wall 8 3.30 1.70 44.88
Slab of Septic Tank 2 11.10 3.70 82.14
Inlet Chamber Bottom slab 2 0.70 0.80 1.12
#REF! 300.60 #REF! #REF!
#REF! #REF! #REF! #REF!
Sides of slab 2 29.60 0.13 7.40
Sides of raft 2 30.80 0.15 9.24
#REF! 16.64 #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! 0.00 #REF! #REF!
#REF! #REF! #REF! #REF!
#REF! 0.00 #REF! #REF!
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SoR : PWD Common SoR 2023-2024
RATE ANALYSIS FOR SEPTIC TANK
Item # Page No Particulars Unit Basic Rate (Rs) Area Specific Loading Finished Rate Basic Rate (Rs)
0 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
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 5.10 107.10 266
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 18.15 381.15 825
0 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 1185
3 1.4.2 Vol-1, Pg -5 Earth workexcavation 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, removalof 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 50m and lift upto 1.5m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3m. m3 259.00 12.95 271.95 11.85
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 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 6277
6 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 61335
7 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 7948.00 397.40 8345.40 5078
8 7.6.2 Vol-5, Pg -86 Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 100mm dia. m 3010.00 150.50 3160.50 700
9 16.2.1 Vol-5, Pg -187 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubbergaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 100 mm dia. pipes (This is for house service connection only). m 396.00 19.80 415.80 224
10 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 2380
11 10.1.9 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 160mm dia., 6 kg/sqcm & class 3. m 618.00 30.90 648.90
12 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
13 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 3039.20 63823.20
14 8.6.2 Vol-2, Pg -42 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement 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 425.00 21.25 446.25 223
15 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 108.00 5.40 113.40 1800
16 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 13.30 279.30 119
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Estimate for STP - Sewage Treatment Plant
SL NO ITEM CODE ITEM SPECIFICATION UNIT QTY Rate AMOUNT
1 22.2.2 #REF! #REF! 1.00 #REF! #REF!
2 9.1.9 #REF! #REF! 128.00 #REF! #REF!
3 9.1.13 #REF! #REF! 32.00 #REF! #REF!
Grand Total #REF!
1 1.14.1 #REF! #REF! 138.68 #REF! #REF!
2 1.15.1 #REF! #REF! 59.00 #REF! #REF!
3 1.9 #REF! #REF! 59.00 #REF! #REF!
4 4.1 #REF! #REF! 430.75 #REF! #REF!
5 2.10.a #REF! #REF! 7.93 #REF! #REF!
6 5.2 #REF! #REF! 4.00 #REF! #REF!
7 5.4 #REF! #REF! 4.00 #REF! #REF!
8 2.10.c #REF! #REF! 3.62 #REF! #REF!
9 2.10.c #REF! #REF! 77.12 #REF! #REF!
10 8.12 #REF! #REF! 115.68 #REF! #REF!
11 2.10.b #REF! #REF! 0.31 #REF! #REF!
12 2.11.a #REF! #REF! 9.69 #REF! #REF!
13 6.8 #REF! #REF! 4.83 #REF! #REF!
14 11.34B #REF! #REF! 533.00 #REF! #REF!
15 12.90. #REF! #REF! 3.60 #REF! #REF!
17 11.4 #REF! #REF! 5.76 #REF! #REF!
18 9.1 #REF! #REF! 5.00 #REF! #REF!
19 8.3.1 #REF! #REF! 387.28 #REF! #REF!
20 8.2.1 #REF! #REF! 387.28 #REF! #REF!
21 8.1.2 #REF! #REF! 387.28 #REF! #REF!
22 8.54.2 #REF! #REF! 392.25 #REF! #REF!
23 8.30. #REF! #REF! 387.28 #REF! #REF!
24 8.34.3 #REF! #REF! 22.18 #REF! #REF!
25 8.40. #REF! #REF! 22.18 #REF! #REF!
26 9.1 #REF! #REF! 50.00 #REF! #REF!
27 16.8 #REF! #REF! 5.00 #REF! #REF!
28 10.1.7 #REF! #REF! 200.00 #REF! #REF!
29 16.15.11 #REF! #REF! 5.00 #REF! #REF!
30 16.16.2 #REF! #REF! 10.00 #REF! #REF!
STP MEASUREMENT ESTIMATE
SL NO Item code DESCRIPTION UNIT NOS L B D Qty
Waste disposal collection at 4 corners of building #REF! 4 16.00 2.00 128.00
Waste disposal collection at 4 corners of building #REF! 4 2.00 4.00 32.00
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
Hard 40% Cum 59.00
Same as qty of Item code 1.15.1 Cum 59.00
Total Sqm 1 430.75 430.75
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
Qty for Misc works at site 4.00
Qty for Misc works at site 4.00
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%
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
1.5 kg/Cum of Concrete qty 1.5 77.12 115.68
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
Flooring Sqm 1 2.23 2.23 5.00
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
Interior Plastering
50% of above item 50% 774.56 387.28
Ceiling plastering
Qty same as Item no 4.29.2 1 2.23 2.23 4.97
Internal Plastering qty of control room Sqm 1 392.25 392.25
External Plastering Sqm 1 387.28 387.28
Same qty as Item code 11.34B Sqm 1 22.18 22.18
Same qty as Item code 11.34B Sqm 1 22.18 22.18
For Connecting Tank to tank M 1 50.00 50.00
Rate Analysis for STP
sl no Item # Page No Particulars Unit Basic Rate (Rs) Area Weightage Finished Rate GST Final Rate
SR #REF! 18% 7+8
1 22.2.2 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
2 9.1.9 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
3 9.1.13 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
1 1.14.1 #REF! #REF! #REF! #REF! #REF! #REF!
2 1.15.1 #REF! #REF! #REF! #REF! #REF! #REF!
3 1.90 #REF! #REF! #REF! #REF! #REF! #REF!
4 4.1 #REF! #REF! #REF! #REF! #REF! #REF!
5 2.10.a #REF! #REF! #REF! #REF! #REF! #REF!
6 5.2 #REF! #REF! #REF! #REF! #REF! #REF!
7 5.4 #REF! #REF! #REF! #REF! #REF! #REF!
8 2.10.c #REF! #REF! #REF! #REF! #REF! #REF!
9 2.10.c #REF! #REF! #REF! #REF! #REF! #REF!
10 8.12 #REF! #REF! #REF! #REF! #REF! #REF!
11 2.10.b #REF! #REF! #REF! #REF! #REF! #REF!
12 2.11.a #REF! #REF! #REF! #REF! #REF! #REF!
13 6.8 #REF! #REF! #REF! #REF! #REF! #REF!
14 11.34B #REF! #REF! #REF! #REF! #REF! #REF!
15 12.90. #REF! #REF! #REF! #REF! #REF! #REF!
16 11.14.2.1 #REF! #REF! #REF! #REF! #REF! #REF!
17 11.4 #REF! #REF! #REF! #REF! #REF! #REF!
18 9.1 #REF! #REF! #REF! #REF! #REF! #REF!
19 8.3.1 #REF! #REF! #REF! #REF! #REF! #REF!
20 8.2.1 #REF! #REF! #REF! #REF! #REF! #REF!
21 8.1.2 #REF! #REF! #REF! #REF! #REF! #REF!
22 8.54.2 #REF! #REF! #REF! #REF! #REF! #REF!
23 8.30. #REF! #REF! #REF! #REF! #REF! #REF!
24 8.34.3 #REF! #REF! #REF! #REF! #REF! #REF!
25 8.40. #REF! #REF! #REF! #REF! #REF! #REF!
26 9.1 #REF! #REF! #REF! #REF! #REF! #REF!
27 16.8 #REF! #REF! #REF! #REF! #REF! #REF!
28 10.1.7 #REF! #REF! #REF! #REF! #REF! #REF!
29 16.15.11 #REF! #REF! #REF! #REF! #REF! #REF!
30 16.16.2 #REF! #REF! #REF! #REF! #REF! #REF!
Estimate for BORE WELL
KARNATAKA PUBLIC WORKS DEPARTMENT No of Bores 2
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2023-2024 Area Weightage 0.05
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)
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
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
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
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
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
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 774,701.00
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Estimate for R O Water Purification plant
KARNATAKA PUBLIC WORKS DEPARTMENT No of Bores 2
PROPOSED PATRIKA BHAVAN AT BELAGAVI
BORE WELL ABSTRACT AND MEASUREMENTS GST 0%
Circle: Common SOR Karnataka 2022 Area Weightage 5%
S.No Item Code Page Description Unit Estimate Amount
No Qty Rate Area Specific Loading Finished rate GST Finished Rate
21.1.2 Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components. For 50 LPH : Cabin Type.
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Estimate for RWH - Rain Water Harvesting System
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
ABSTRACT & MEASUREMENT OF RAIN WATER HARVESTING SYSTEM AND GROUND RECHARGE
SR.NO Item # Page No Unit DESCRIPTIONS NO L B D QTY RATE AMOUNT
FIRST FLUSH LOCK & PEBBLES BED FILTER OF 1000 LITER CAPACITY
1 1.14.1 Vol-1, Pg -8 m3 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.
Trenches for Pipes 1 200 0.6 0.8 96.00
2 2.1.3 Vol-1, Pg -15 m3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
3 6.8 Vol-2, Pg -14 m3 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.
230 mm thick BBM Wall
4 1.10. Vol-1, Pg -7 m3 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms 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.
Refilling of Trenches 1 200 0.6 0.80 96.00
5 2.2.3 Vol-1, Pg -15 m3 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Additional for formwork, Centering & Scaffolding for SL No 13 : Roof (Straight & Arched) As per Appendix-I in Volume-1 of page No.-116 (50% of Finished Rate) - As per Corrigendum 3 % 50% 6,538.35 0.54 3,269.18 1,765.35
6 16.9 Vol-5, Pg -191 Each Constructing brick masonry chamber of internal dimension 600x600mm 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.
Inspection Chamber 20 20.00 5,726.70 114,534.00
7 9.1.6 Vol-5, Pg -95 m 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-PN6.0,140mm dia
Alround Building 1 80
Alround Area 1 80
8 9.1.7 Vol-5, Pg -95 m 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-PN6.0,160mm dia
9 17.1 Vol-2, Pg -175 m3 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.
10 17.2 Vol-2, Pg -175 m3 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge.
11 8.2.1 Vol-2, Pg -41 m2 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.
Filter tank internal plastering
12 8.3.1 Vol-2, Pg -41 m2 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.
Over top slab surface 1 2.19 1.96 4.30
Brick Wall 2 4.50 1.00 9.00
13 13.48 Vol-2, Pg - 125 m 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.
Connecting Pipes between Down take and Chambers 1.00 30.00 30.00 305.55 9,166.50
14 13.6.3.1 Vol-2, Pg -118 Nos Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal
Non Return Valve 2.00 2.00 1,008.00 2,016.00
15 9.1 Vol-2, Pg -59 m2 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 Storage tank to main water supply line 80.0 80.00 467.25 37,380.00
16 2.11.a Vol-1, Pg -18 t 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
17 17.6.2 Vol-2, Pg-175 m Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm.
At 6m Distance in RCC Drain for both sides 1.00 60.00 at 6.00 10.00
18 3.8 Vol-3, Pg-18 m Surface Drains in perforated PVC pipe Construction of surface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm beddng below the pipe and 300 mm cushion above the pipe cross section of excavaton 450 x 550 mm. Excavated material to be utlised in roadway at site.
At 6m Distance in RCC Drain for both sides 10 1.00 3.00 30.00
TOTAL 491,613.6
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
U.G. Sump (Capacity: 30K (30,000)Ltrs) 1 No FOR Rain Water Harvesting
Sl. No. Item No. Description of work No. L B D Qty. Qty (1 No's) Rate Amount
1 1.14.1 Vol-1, Pg -8 m3 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.
2 1.15.1 Vol-1, Pg -8 m3 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.
Soft rock without blasting
3 1.9 Vol-1, Pg -7 m3 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.
4 2.1.3 Vol-1, Pg -15 m3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.
For Bed concrete
5 2.2.3 Vol-1, Pg -15 m3 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Bottom slab 1 6.80 3.80 0.20 5.17
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% 6,538.35 16.56 16.56 1,307.67 21,657.63
6 2.11.a Vol-1, Pg -18 t 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
Total M-20 Concrete 16.56 100 1656.2
7 8.3.1 Vol-2, Pg -41 m2 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.
8 8.1.2 Vol-2, Pg -41 m2 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.
9 8.12 Vol-2, Pg -43 Kg 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 Concrete 1.5 16.56 24.84
10 8.4.2 Vol-2, Pg -41 m2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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.
TOTAL 388,755.9
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SoR : PWD Common SoR 2023-2024
Rate Analysis of SUMP TANK for rain water harvesting
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
3 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
4 2.1.3 Vol-1, Pg -15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. m3 5918.00 295.90 6213.90 0.00 6213.90
5 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 7948.00 397.40 8345.40 0.00 8345.40
6 1.10. Vol-1, Pg -7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms 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. m3 160.00 8.00 168.00 0.00 168.00
7 2.2.3 Vol-1, Pg -15 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 6227.00 311.35 6538.35 0.00 6538.35
8 16.9 Vol-5, Pg -191 Constructing brick masonry chamber of internal dimension 600x600mm 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 5454.00 272.70 5726.70 0.00 5726.70
9 9.1.6 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-PN6.0,140mm dia m 752.00 37.60 789.60 0.00 789.60
10 9.1.7 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-PN6.0,160mm dia m 959.00 47.95 1006.95 0.00 1006.95
11 17.1 Vol-2, Pg -175 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. m3 1002.00 50.10 1052.10 0.00 1052.10
12 17.2 Vol-2, Pg -175 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. m3 1186.00 59.30 1245.30 0.00 1245.30
13 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 14.65 307.65 0.00 307.65
14 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
15 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
16 13.6.3.1 Vol-2, Pg -118 Providing and fixing gun metal non- return valve of approved quality (screwed end) : Horizontal Nos 960.00 48.00 1008.00 0.00 1008.00
17 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 22.25 467.25 0.00 467.25
18 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
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 17.55 368.55 0.00 368.55
20 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
21 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
22 8.4.2 Vol-2, Pg -41 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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 310.00 15.50 325.50 0.00 325.50
23 17.6.2 Vol-2, Pg-175 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270,of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm. m 1517.00 75.85 1592.85 0.00 1592.85
24 3.8 Vol-3, Pg-18 Surface Drains in perforated PVC pipe Construction of surface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm beddng below the pipe and 300 mm cushion above the pipe cross section of excavaton 450 x 550 mm. Excavated material to be utlised in roadway at site. m 813.00 40.65 853.65 0.00 853.65
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Dismantling Estimate
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! 18% 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 Subdivision Belagavi PWD Division Belagavi
ESTIMATE FOR TREES PLANTATION
PROPOSED PATRIKA BHAVAN AT BELAGAVI 15.48
KARNATAKA PUBLIC WORKS DEPARTMENT
FOR TREES PLANTATION
SN Description of Work Unit No L B D Qty Rate Amount
1 Loading & unloading of Polythene Bagged Seedlings: Loading of polythene -agged seedlings into the vehicle at the nursery site and unloading at the site nearest to the planting site (d) Seedlings raised in 8" x 12" size bags
PWD Common SoR 2022-2023 Item No 2.3.d Page No Vol-8, Pg -11
All around the buffer zone approx 50m Distance apart 1 10.00 1.00 10.00
2 Transportation: Transportation of polythene-bagged seedlings in hired truck from the nursery site to planting site (d) Seedlings raised in 8" x 12" size bags (iii) Distance from 21 to 30 Km
PWD Common SoR 2022-2023 Item No 2.4.d.iii Page No Vol-8, Pg -11
All around the buffer zone approx 50m Distance apart 1 10.00 1.00 10.00
3 Conveyance:Conveyance of polybagged seedlings on head load from the dumping site to planting location near each trench/pits(distance upto 3km) (d) Seedlings raised in 8" x 12" size bags
PWD Common SoR 2022-2023 Item No 2.5A.d Page No Vol-8, Pg -12
All around the buffer zone approx 50m Distance apart 1 10.00 1.00 10.00
4 Planting: Planting of P.B. Seedlings after tearing with blade & removing the polythene bags in trenches / pits including scooping the soil to required depth, pressing the soil gently around the seedlings after planting. (d) Seedlings raised in 8" x 12" size bags
PWD Common SoR 2022-2023 Item No 2.6.d Page No Vol-8, Pg -12
All around the buffer zone approx 50m Distance apart 1 10.00 1.00 10.00
5 Four-sided wooden-frame Tree-guards with chicken-wire mesh : Fabrication of tree guards of 4 poles of2 .5m. length and 12 batons of 40cms length, treating with creosote oil completely from bottom to top,fixing side batons and chicken wiremesh of 28 gauge to a height of 2m. from the top of the poles (including the cost of chicken wire mesh and creosoteoil) Transportation of the treeguards and fixing the tree guards firmly over the seedlings planted in towns/cities–complete.(Including the cost of purchase and delivery of poles and batons)
PWD Common SoR 2022-2023 Item No 7.6.b Page No Vol-8, Pg -31
All around the buffer zone approx 50m Distance apart 1 10.00 1.00 10.00
Total 184,461.00
KARNATAKA PUBLIC WORKS DEPARTMENT
PROPOSED PATRIKA BHAVAN AT BELAGAVI
SR : PWD Common SoR 2022-2023
RATE ANALYSIS FOR PLANTING TREES
SL No Item # Page No Particulars Unit Basic Rate (Rs) Area Specfc load tage Finished Rate GST Final Rate Particular
1 2.3.d Vol-8, Pg -11 Loading & unloading of Polythene Bagged Seedlings: Loading of polythene -agged seedlings into the vehicle at the nursery site and unloading at the site nearest to the planting site (d) Seedlings raised in 8" x 12" size bags 1000 2512.69 125.63 2638.32 0.00 2638.32 PWD Common SoR 2022-2023 Item No 2.3.d Page No Vol-8, Pg -11
2 2.4.d.iii Vol-8, Pg -11 Transportation: Transportation of polythene-bagged seedlings in hired truck from the nursery site to planting site (d) Seedlings raised in 8" x 12" size bags (iii) Distance from 21 to 30 Km 1000 4007.77 200.39 4208.16 0.00 4208.16 PWD Common SoR 2022-2023 Item No 2.4.d.iii Page No Vol-8, Pg -11
3 2.5A.d Vol-8, Pg -12 Conveyance:Conveyance of polybagged seedlings on head load from the dumping site to planting location near each trench/pits(distance upto 3km) (d) Seedlings raised in 8" x 12" size bags 1000 5025.33 251.27 5276.60 0.00 5276.60 PWD Common SoR 2022-2023 Item No 2.5A.d Page No Vol-8, Pg -12
4 2.6.d Vol-8, Pg -12 Planting: Planting of P.B. Seedlings after tearing with blade & removing the polythene bags in trenches / pits including scooping the soil to required depth, pressing the soil gently around the seedlings after planting. (d) Seedlings raised in 8" x 12" size bags 1000 4765.65 238.28 5003.93 0.00 5003.93 PWD Common SoR 2022-2023 Item No 2.6.d Page No Vol-8, Pg -12
5 7.6.b Vol-8, Pg -31 Four-sided wooden-frame Tree-guards with chicken-wire mesh : Fabrication of tree guards of 4 poles of2 .5m. length and 12 batons of 40cms length, treating with creosote oil completely from bottom to top,fixing side batons and chicken wiremesh of 28 gauge to a height of 2m. from the top of the poles (including the cost of chicken wire mesh and creosoteoil) Transportation of the treeguards and fixing the tree guards firmly over the seedlings planted in towns/cities–complete.(Including the cost of purchase and delivery of poles and batons) No. 1256.30 62.82 1319.12 0.00 1319.12 PWD Common SoR 2022-2023 Item No 7.6.b Page No Vol-8, Pg -31
Assistant Engineer Assistant Executive Engineer Executive Engineer
PWD Subdivision Belagavi PWD Division Belagavi
Electrical Estimate
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 2015-16 to 2019-20
Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)
Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (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 Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2021
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2022
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2023
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2024
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2025
January February March
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
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
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
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
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