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Tender Value
₹13.3 Cr
EMD Value
₹26.5 L
Closing Date
30 Jun 2026, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SR DEN CEN
21 conditions · 7 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees. N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover.
The tenderer's shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
Similar nature of the work : Any Civil Engineering Work (Cost of Civil Work Rs.127270213.27)
Maintenance period of the work : 6 Months
Bid Capacity ( Click here to download Format)
Similar Nature of work of Electrical. (Cost of Electrical Work Rs. 5284972) Wiring/Re-wiring in buildings with assodated electrical works like control gear and protection arrangements in residential buildings or service buildings or railway stations Cyards or colony/highway lightings. OR Lighting arrangement in buildings, circulating area, yard, street etc. with associated electrical works. OR Wiring/Rewiring, Lighting arrangement in buildings with associated electrical works ( Click here to download Format)
110 conditions · 3 needing a document upload
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet)
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last 1.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered 1.3.5 during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 1.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
The payment towards earnest money (EMD) against the works tenders should be made as brought out in GCC April 2022, Para 5: (Bid Security) PART I Instructions to Tenderers (ITT) & Para 6 (a to d) of Tender Form (Second Sheet)
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' and Labour Cooperative Societies shall submit Registration Certificate issued by appropriate authority.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:
A scanned copy of the Bank Guarantee shall be uploaded on e- Procurement Portal (IREPS) while applying to the tender.
The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last 3.3.2 date of submission of bids). (Corrigendum: Para 5(3) ii Part I of GCC has been modified vide Advance Correction Slip No. 5 Railway Board's letter no. 2022/CE-l/CT/GCC-2022/Policy Dated 20.10.2023)
Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original 3.3.3 Bank Guarantee within the specified period shall lead to summary rejection of bid.
The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender.
The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered 3.3.5 during bid submission time, FAILING WHICH THE BID WILL BE REJECTED.
The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid 3.3.6 for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope.
The envelope shall be addressed to the officer and address as mentioned in the tender document.
Submission of Tenders: Tenders should be submitted as brought out in GCC April 2022, Para 6: (Care in Submission of Tenders) PART I Instructions to Tenderers (ITT).
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Applicability of rules for this tender
Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (GCC April 2022)
Indian Railways Unified Standard Specification (IRUSS-2019) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
CPWD Specifications 2019 Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
Indian Railways Unified Standard Specifications (Works and Material) 2010 updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract
IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
General Condition of Contract shall mean General Condition of Contract - April 2022 corrected up to date as contained in Western Railway, Engineering department, Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard specification shall mean'' Indian railway United standard specification ( Works and materials) Vol.-I &II) And /OR Indian Railway Unified standard schedule of rates (IR USSOR- 2019) and specifications. with up to date correction slip And /OR CPWD Delhi schedule of rate 2019 (DSR-Vol.-I and Vol.-2, DSR- Horticulture and landscaping, specification (Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable.
Standard schedule Items/rates shall mean the Items/Rates in the Indian Railways Unified Standard Schedule of Rates 2019 and Indian Railways Unified Standard Specification 2019 with up to date correction slip, And /OR CPWD Delhi schedule of rate 2019( DSR-Vol.-I and Vol.-2 ,DSR Horticulture and landscaping, specification ( Vol-I and Vol-II) & Horticulture& landscaping with up to date correction slip. Whichever is applicable
Where there is any conflict in conditions/Specifications contained in various parts, order of precedence will be as given below
Any foot note given by the Railway in the schedule of quantities and rates.
Description of item in the Schedule of Quantities and rates.
Special Specifications
Additional Special Conditions/of Contract.
Standard Specifications.
Special Conditions of Contract & General Conditions of Contract April 2022 corrected upto date
Stamp Duty is applicable as per Stamp Act with latest amendments as applicable in the State.
Rights of the Railway to deal with Tender: As per GCC April 2022, Para 7, 8 & 9 Tender Form (Second Sheet), PART I Instructions to Tenderers (ITT).
The authority for the acceptance of the tender will rest with the Railway. It shall not be obligatory on the said authority to accept the lowest tender or any other tender, and tenderer(s) shall neither demand any explanation for the cause of rejection of his/ their tender nor the Railway to assign reasons for declining to consider or reject any particular tender or tenders.
If the tenderer(s) deliberately gives / give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage.
(iii)If any partner(s) of a partnership firm expires after the submission of its tender or after the acceptance of its tender, the Railway shall deem such tender as cancelled/contract as terminated under clause 61 of the Standard General Conditions of Contract, unless the firm retains its character as per partnership agreement. If a sole proprietor expires after the submission of tender or after the acceptance of tender, the Railway shall deem such tender as cancelled / contract as terminated under clause 61 of the Standard General Conditions of Contract.
Payment of Royalty Charges
All taxes, royalty charges, etc. of whatever nature in connection with the work including extraction and supply of rubble stone/stone ballast/sand/moorum earth or any other material used on the work shall have to be borne by the Contractor. The Contractor will be required to obtain a royalty clearance certificate from the concerned Revenue Authorities/Collector and produce the same to the Engineer after completion of the supply but before release of the final bill.
Royalties and Patent Rights: (a)The Contractor shall defray the cost of all royalties, fees and other payments in respect of patents, patent rights and licenses which may be payable to patentee, licensee or other person or corporation and shall obtain all necessary licenses. (b)The contractor shall indemnify, the Railway or any agent, servant or employee of the Railway against any action, claim or proceedings relating to infringement use of any patent or design any alleged patent or design rights and shall pay any royalties or other charges which may be payable in respect of any articles or materials or part thereof included in the contract. In the event of any claim being made or action being brought against the Railway or any agent, servant or employee of the Railway in respect of any such matters, as aforesaid, The contractor shall indemnify notified thereof. Provided that such indemnify shall not apply when such infringement has taken place in complying with the specific direction issued by the Railway but the contractor shall pay any royalties or other charges payable in respect of any such use.
Final bills of Ballast supply contracts are to be passed on submission of Royalty Clearance Certificate by the contractor from the concerned Revenue Authorities/ Collectors.
SPECIAL CONDITION FOR TAX DEDUCTION
In respect of works, a deduction of 2% from each of the Contractor's bills shall be made in terms of section 194(C) of the Income Tax Act of 1961 & 1991 and as per instructions issued from time to time (Surcharge will also be deducted along with I. Tax as per extent rules).
The Railway will deduct sales tax if leviable in a particular state where the work is going on, the gross amount of each bill while making payment to the contractor(s). The recovery shall be governed as per the guide lines & rates prescribed by the concerned State Government.
Any Other taxes The Contractor shall bear in full all taxes and royalties levied by the State Government and/or Central Government from time to time. This would be entirely a matter between the contractor and State Government/or Central Government. Railway will recover the taxes and royalties through final bills if the contractor fails to pay the taxes and royalties to the Government.
DETAILS OF INSPECTION REGISTER AND RECORDS ARE TO MAINTAINED BY TENDERER ARE AS FOLLOWS:
The Contractor/s shall maintain accurate records, plans and charts showing the dates and progress of all main operations and the Engineer shall have access to this information at all reasonable times. Records of tests made shall be handed over to the Engineer/s representative after carrying out the tests. The following registers will be maintained at site by the Contractor/s.
Site Order Register: The Contractor/s shall promptly acknowledge by putting his signature in the site order against any order given therein by the Engineer or his representative or his superior officers and comply with them. The Compliance shall be reported by the Contractor/s to the Engineer in good time so that it can be checked.
Labour Register: This register will be maintained to show daily strength of labour in different categories employed by the Contractor/s.
LOG book of events: All events are required to be chronologically logged in this book shift wise and date wise.
Cement & steel registers shall be maintained by the contractor.
DISASTER MANAGEMENT "All the available vehicles and equipment's of the contractor can be drafted by the Railway Administration in case of accidents/ natural calamities involving human lives. The payment for such drafting shall be made according to the rates as shall be fixed by the Engineer. However, if the contractor is not satisfied with the decision of the Engineer in this respect he may appeal to the Chief Engineer within 30 Days of getting the decision of the Engineer, supported by analysis of the rates claimed. The Chief Engineer's decision after hearing both the parties in the matter would be final and binding on the contractor and the Railway".
EMERGENCY WORK In the event of any accident or failure occurring in the execution of work/ arising out of it which in the opinion of the Engineer requires immediate attention, the Railway may bring its own workmen or other agency/agencies to execute or partly execute the necessary work or carry out repairs if the Engineer-in-charge considers that the contractor(s) is/are not in a position to do so in time without giving any notice and charge the cost thereof, to be determined by the Engineer- in-charge, to the contractor.
DAMAGE BY ACCIDENT/ FLOOD/ TIDES OR NATURAL CALAMITIES The Contractor shall take all precautions against damages from accidents, floods tides or other natural occurrences. He shall not be entitled to any compensation for his tools, plants, materials, machines and other equipment lost or damaged by any cause whatsoever. The Contractor shall be liable to make good the damage to any structure or part of a structure, plant or material of every description belonging to the Railway covered under the Contract, lost or damaged by him due to any cause during the course of execution of work. The Railway Administration will not be liable to pay the contractor any charge for rectification or repair to any damage which may have occurred from any cause what so ever.
INCLUSION OF LETTER OF CREDIT AS MODE OF PAYMENT For all the tenders having advertised cost of Rs 10 lakh or above, the contractor shall have the option to take payment from Railways through a letter of credit(LC)arrangement. (Railway Board's letter no. 2018/CE-I/CT/9 dated 04.06.2018)
CHANGE IN ADDRESS: Any change in the address of the contractor shall be forthwith intimated in writing to the Railway. The Railway will not be responsible for any loss/ inconvenience suffered by the Contractor on account of his failure to comply with this.
Jetalsar - Upgradation of Railway Station.
36-2026-27
36-2026-27
Open
Works - General
10 Months
Bhavnagar, Gujarat
₹0
₹26.5 L
30 Jun 2026
8 Jun 2026
16 Jun 2026
276 items across 4 schedules · ₹19,18,60,184.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2635 | 177.5 | 4,67,712.5 |
| 2 | Ordinary rock | cum | 759 | 498.9 | 3,78,665.1 |
| 3 | All kinds of soil. | cum | 1137 | 260.3 | 2,95,961.1 |
| 4 | Ordinary rock | cum | 314 | 632.95 | 1,98,746.3 |
| 5 | Hard rock (blasting prohibited) | cum | 280 | 1,523.05 | 4,26,454 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 200 | 215.6 | 43,120 |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 300 | 352.15 | 1,05,645 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1967 | 196 | 3,85,532 |
| 9 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 4274 | 700.5 | 29,93,937 |
| 10 | All kinds of soil | cum | 67 | 126.8 | 8,495.6 |
| 11 | Ordinary or hard rock | cum | 33 | 227.4 | 7,504.2 |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 272 | 2,123.75 | 5,77,660 |
| 13 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 231 | 8,340.85 | 19,26,736.35 |
| 14 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 150 | 7,878.5 | 11,81,775 |
| 15 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 1447 | 7,294.7 | 1,05,55,430.9 |
| 16 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 195 | 6,812 | 13,28,340 |
| 17 | Foundations, footings, bases for columns | Sqm | 184 | 392.15 | 72,155.6 |
| 18 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 1434 | 842.5 | 12,08,145 |
| 19 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 530 | 9,045.75 | 47,94,247.5 |
| 20 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 200 | 8,583.4 | 17,16,680 |
| 21 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 270 | 10,852.95 | 29,30,296.5 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 400 | 392.15 | 1,56,860 |
| 23 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1250 | 842.5 | 10,53,125 |
| 24 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1300 | 927.25 | 12,05,425 |
| 25 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 850 | 736.4 | 6,25,940 |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 550 | 961.3 | 5,28,715 |
| 27 | Stairs, (excluding landings) except spiral- staircases | Sqm | 120 | 764.95 | 91,794 |
| 28 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 200 | 392.15 | 78,430 |
| 29 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 85 | 951.1 | 80,843.5 |
| 30 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 28 | 10,585.9 | 2,96,405.2 |
| 31 | 40 mm thick | Sqm | 50 | 1,706.55 | 85,327.5 |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 120186 | 107.85 | 1,29,62,060.1 |
| 33 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 69959 | 107.85 | 75,45,078.15 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 818 | 9,504.75 | 77,74,885.5 |
| 35 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 663 | 9,860.4 | 65,37,445.2 |
| 36 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 47 | 8,333.65 | 3,91,681.55 |
| 37 | Area of slab upto 0.50 sqm | Sqm | 400 | 3,414.8 | 13,65,920 |
| 38 | Area of slab over 0.50 sqm | Sqm | 430 | 5,136.3 | 22,08,609 |
| 39 | Area of slab over 0.50 sqm | Sqm | 100 | 3,848.7 | 3,84,870 |
| 40 | 18 mm thick | Sqm | 200 | 1,492.8 | 2,98,560 |
| 41 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 700 | 1,267.95 | 8,87,565 |
| 42 | Sal wood | cum | 5 | 1,16,520.3 | 5,82,601.5 |
| 43 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 177 | 2,241.8 | 3,96,798.6 |
| 44 | 35 mm thick | Sqm | 141 | 4,940.2 | 6,96,568.2 |
| 45 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,392.65 | 1,19,632.5 |
| 46 | Fixed to steel windows by welding | Kg | 935 | 219.1 | 2,04,858.5 |
| 47 | With 12 mm mild steel U beading | Sqm | 150 | 939.2 | 1,40,880 |
| 48 | 300x16 mm | Each | 30 | 303.25 | 9,097.5 |
| 49 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 50 | 150x10 mm | Each | 20 | 82.55 | 1,651 |
| 51 | 125 mm | Each | 24 | 66.25 | 1,590 |
| 52 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 280 | 573.45 | 1,60,566 |
| 53 | Non decorative finish (matt finish) | Sqm | 50 | 3,997.45 | 1,99,872.5 |
| 54 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 27 | 8,298.85 | 2,24,068.95 |
| 55 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 93299 | 117.35 | 1,09,48,637.65 |
| 56 | 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. | Kg | 121640 | 133.7 | 1,62,63,268 |
| 57 | Hot finished welded type tubes | Kg | 1120 | 194.4 | 2,17,728 |
| 58 | Hot finished seamless type tubes | Kg | 22500 | 206.35 | 46,42,875 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1029 | 97.2 | 1,00,018.8 |
| 60 | 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, including 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.). | Kg | 3652 | 772.4 | 28,20,804.8 |
| 61 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 58 | 614.2 | 35,623.6 |
| 62 | Dark shade pigment using ordinary cement | Sqm | 49 | 1,442.15 | 70,665.35 |
| 63 | Ordinary cement without any pigment | Sqm | 770 | 1,379 | 10,61,830 |
| 64 | Light shade pigment using white cement | Sqm | 189 | 1,402 | 2,64,978 |
| 65 | 25 mm thick | Sqm | 510 | 1,948.25 | 9,93,607.5 |
| 66 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 77 | 2,354.7 | 1,81,311.9 |
| 67 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 39 | 191.4 | 7,464.6 |
| 68 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 283 | 1,096.55 | 3,10,323.65 |
| 69 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 229 | 1,112.7 | 2,54,808.3 |
| 70 | Size of Tile 600x600 mm | Sqm | 676 | 1,553.45 | 10,50,132.2 |
| 71 | Size of Tile 600 x 600 mm | Sqm | 233 | 1,502.75 | 3,50,140.75 |
| 72 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 203 | 1,863.9 | 3,78,371.7 |
| 73 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 810 | 195.6 | 1,58,436 |
| 74 | In 75x75 mm deep chase | Metre | 77 | 305.15 | 23,496.55 |
| 75 | 110 mm diameter | Metre | 554 | 377.4 | 2,09,079.6 |
| 76 | 110 mm | Each | 45 | 136.15 | 6,126.75 |
| 77 | 75x75x75 mm | Each | 15 | 144.3 | 2,164.5 |
| 78 | 110x110x110 mm | Each | 15 | 221.35 | 3,320.25 |
| 79 | 110 mm bend | Each | 42 | 150.35 | 6,314.7 |
| 80 | 110 mm Shoe | Each | 15 | 131.85 | 1,977.75 |
| 81 | 75 mm | Each | 39 | 369.85 | 14,424.15 |
| 82 | 110 mm | Each | 120 | 371.3 | 44,556 |
| 83 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 27 | 54.7 | 1,476.9 |
| 84 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 374 | 1,355.8 | 5,07,069.2 |
| 85 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | Sqm | 642 | 738.65 | 4,74,213.3 |
| 86 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 610 | 2,215.15 | 13,51,241.5 |
| 87 | 1:4 (1 cement: 4 fine sand) | Sqm | 1332 | 347.05 | 4,62,270.6 |
| 88 | 1:6 (1 cement: 6 fine sand) | Sqm | 2504 | 333.35 | 8,34,708.4 |
| 89 | 1:4 (1 cement: 4 fine sand) | Sqm | 491 | 399.45 | 1,96,129.95 |
| 90 | 1:4 (1 cement: 4 fine sand) | Sqm | 2089 | 425.55 | 8,88,973.95 |
| 91 | 1:3 (1 cement : 3 fine sand) | Sqm | 1307 | 300.45 | 3,92,688.15 |
| 92 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2742 | 262.7 | 7,20,323.4 |
| 93 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 400 | 53.3 | 21,320 |
| 94 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3013 | 185.65 | 5,59,363.45 |
| 95 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 405 | 171.1 | 69,295.5 |
| 96 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 1082 | 193.7 | 2,09,583.4 |
| 97 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 145 | 170.7 | 24,751.5 |
| 98 | Two or more coats on new work | Sqm | 2771 | 155.9 | 4,31,998.9 |
| 99 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 226.25 | 45,250 |
| 100 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 2000 | 6.15 | 12,300 |
| 101 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). | Sqm | 77 | 1,162.25 | 89,493.25 |
| 102 | 15 mm wide and 15 mm deep groove | Metre | 193 | 75.15 | 14,503.95 |
| 103 | Old work (one or more coats) | Sqm | 616 | 62.7 | 38,623.2 |
| 104 | Two coats | Sqm | 988 | 142.8 | 1,41,086.4 |
| 105 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 1422 | 19.75 | 28,084.5 |
| 106 | One or more coats on old work | Sqm | 5341 | 102.8 | 5,49,054.8 |
| 107 | One or more coats on old work | Sqm | 4500 | 96 | 4,32,000 |
| 108 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 700 | 120.75 | 84,525 |
| 109 | 200 mm | Each | 20 | 87.75 | 1,755 |
| 110 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1031 | 2,434.25 | 25,09,711.75 |
| 111 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 315 | 1,503.6 | 4,73,634 |
| 112 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 50 | 3,551.25 | 1,77,562.5 |
| 113 | In cement mortar | cum | 81 | 2,060.2 | 1,66,876.2 |
| 114 | In cement mortar | cum | 31 | 2,458.95 | 76,227.45 |
| 115 | Of area 3 sq. metres and below | Each | 39 | 143.5 | 5,596.5 |
| 116 | Channels, angles, tees and flats | Kg | 2100 | 2.3 | 4,830 |
| 117 | For thickness of tiles 10 mm to 25 mm | Sqm | 815 | 73.4 | 59,821 |
| 118 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 2540 | 113.35 | 2,87,909 |
| 119 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 22 | 266.45 | 5,861.9 |
| 120 | Asbestos Cement sheet | Sqm | 1155 | 77.3 | 89,281.5 |
| 121 | Water bound macadam road | Sqm | 1357 | 217.45 | 2,95,079.65 |
| 122 | bituminous road | Sqm | 824 | 428.5 | 3,53,084 |
| 123 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 421 | 54.65 | 23,007.65 |
| 124 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 794 | 263.95 | 2,09,576.3 |
| 125 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 4200 | 218.9 | 9,19,380 |
| 126 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 4200 | 24.85 | 1,04,370 |
| 127 | 90 mm to 45 mm size stone aggregate | cum | 713 | 2,098.4 | 14,96,159.2 |
| 128 | 63 mm to 45 mm size stone aggregate | cum | 3174 | 1,636.05 | 51,92,822.7 |
| 129 | 53 mm to 22.4 mm size stone aggregate | cum | 874 | 1,842.3 | 16,10,170.2 |
| 130 | Moorum | cum | 1667 | 768.25 | 12,80,672.75 |
| 131 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 2889 | 1,046.95 | 30,24,638.55 |
| 132 | On bituminous surface @ 0.25kg/sqm | Sqm | 664 | 9.2 | 6,108.8 |
| 133 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 364 | 531.6 | 1,93,502.4 |
| 134 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 364 | 88.55 | 32,232.2 |
| 135 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 619 | 7,993.8 | 49,48,162.2 |
| 136 | Cement concrete prepared with batch mixing machine | cum | 699 | 10,529.35 | 73,60,015.65 |
| 137 | New work (Two or more coats) | Sqm | 140 | 188.2 | 26,348 |
| 138 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre 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/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 350 | 375.8 | 1,31,530 |
| 139 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 2471 | 972 | 24,01,812 |
| 140 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 79 | 10,117.6 | 7,99,290.4 |
| 141 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 6,767.4 | 54,139.2 |
| 142 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 143 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 9 | 1,879.2 | 16,912.8 |
| 144 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 16 | 1,513.6 | 24,217.6 |
| 145 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 4 | 349.15 | 1,396.6 |
| 146 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 12 | 1,648.95 | 19,787.4 |
| 147 | 40 mm dia | Each | 100 | 119.55 | 11,955 |
| 148 | Providing and fixing 600x450 mm bevelled 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 | 2 | 1,607.95 | 3,215.9 |
| 149 | Oval shape 450x350 mm (outer dimensions) | Each | 9 | 1,377.1 | 12,393.9 |
| 150 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 11 | 1,044.75 | 11,492.25 |
| 151 | Sand cast iron S&S as per IS - 1729 | Each | 81 | 598.5 | 48,478.5 |
| 152 | Sand cast iron S&S as per IS - 1729 | Each | 9 | 575.45 | 5,179.05 |
| 153 | 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 gms. | Each | 9 | 708.95 | 6,380.55 |
| 154 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 9 | 18,212.9 | 1,63,916.1 |
| 155 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 98 | 545.75 | 53,483.5 |
| 156 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 149 | 580.1 | 86,434.9 |
| 157 | 15 mm nominal dia Pipes | Metre | 380 | 497.8 | 1,89,164 |
| 158 | 25 mm nominal dia Pipes | Metre | 480 | 627.25 | 3,01,080 |
| 159 | 25 mm nominal dia Pipes | Metre | 80 | 355.4 | 28,432 |
| 160 | 25 mm dia nominal bore | Metre | 410 | 551.7 | 2,26,197 |
| 161 | 50 mm dia nominal bore | Metre | 110 | 1,048.35 | 1,15,318.5 |
| 162 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 163 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 164 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 165 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 166 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 167 | 15 mm nominal bore | Each | 10 | 406.85 | 4,068.5 |
| 168 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 169 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 170 | Class I | Each | 10 | 4,791.2 | 47,912 |
| 171 | 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. | Per Litre | 17860 | 11 | 1,96,460 |
| 172 | 15 mm nominal bore | Each | 55 | 506.8 | 27,874 |
| 173 | 15 mm nominal bore | Each | 31 | 670.45 | 20,783.95 |
| 174 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 10 | 176.85 | 1,768.5 |
| 175 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 20 | 196.75 | 3,935 |
| 176 | 100 mm nominal dia | Each | 5 | 37.6 | 188 |
| 177 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 14 | 196.95 | 2,757.3 |
| 178 | 50 mm nominal bore, 242mm long, weighing not less than 1240 gms | Each | 9 | 1,375.95 | 12,383.55 |
| 179 | For 22.22 mm outer dia pipe | Each | 40 | 113.8 | 4,552 |
| 180 | For 22.22 mm outer dia pipe | Each | 40 | 300.2 | 12,008 |
| 181 | 100 mm diameter | Metre | 116 | 443.6 | 51,457.6 |
| 182 | 150 mm diameter | Metre | 157 | 695.8 | 1,09,240.6 |
| 183 | 100 mm dia. R.C.C. pipe | Metre | 400 | 507.05 | 2,02,820 |
| 184 | 300 mm dia. R.C.C. pipe | Metre | 107 | 994.3 | 1,06,390.1 |
| 185 | Rectangular shape 600x450 mm internal dimensions | Each | 6 | 1,437.65 | 8,625.9 |
| 186 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 11,520.55 | 57,602.75 |
| 187 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1017 | 495.05 | 5,03,465.85 |
| 188 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 261 | 530.9 | 1,38,564.9 |
| 189 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 272 | 598.6 | 1,62,819.2 |
| 190 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 170 | 634.45 | 1,07,856.5 |
| 191 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 246 | 1,115.4 | 2,74,388.4 |
| 192 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 146 | 1,176.8 | 1,71,812.8 |
| 193 | Upto 5mm depth and 5 mm width | Metre | 50 | 96.75 | 4,837.5 |
| 194 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in- charge. (Only weight of grill to be measured for payment). | Kg | 500 | 638.35 | 3,19,175 |
| 195 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 2188 | 688.9 | 15,07,313.2 |
| 196 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 458 | 1,684.6 | 7,71,546.8 |
| 197 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 261 | 8,042.3 | 20,99,040.3 |
| 198 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 2250 | 414.3 | 9,32,175 |
| 199 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) | Sqm | 75 | 3,510.5 | 2,63,287.5 |
| 200 | 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 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, 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.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 125 | 3,718.7 | 4,64,837.5 |
| 201 | 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. | Sqm | 2519 | 1,153.95 | 29,06,800.05 |
| 202 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 100 | 2,630.4 | 2,63,040 |
| 203 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 399 | 7,387.25 | 29,47,512.75 |
| 204 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 645 | 9,844.65 | 63,49,799.25 |
| 205 | Cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 72 | 1,099.15 | 79,138.8 |
| 206 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 332 | 829.75 | 2,75,477 |
| Schedule total | ₹18,51,35,460.7 | ||||
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