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Tender Value
₹4.2 Cr
EMD Value
₹3.6 L
Closing Date
22 Dec 2025, 1:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN/5/PRYJ
16 conditions · 4 needing a document upload
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 tenderers 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.
BID CAPACITY: Bid capacity will be evaluated for the works having an advertised value of more than 20 crores and all details required as per Annx-VI of IRGCC-2022 as amended from time to time to be submitted.
Balance sheet for the 4th previous year (i.e. FY 2021-22 or as applicable for the instance tender) as per para 10.2 of GCC-2022 and para 4.15.2 of the tender document shall be considered in evaluation of financial eligibility criteria only when it is clearly certified in Annex-VI B or a self declared certificate duly signed by chartered accountant stating that the balance sheet of last financial year (i.e. FY 2024-25 or as applicable for the instance tender) has not been audited/yet to be prepared.
35 conditions · 11 needing a document upload
Please submit bank details of the firm / individual/ JV / partnership etc. i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, PAN Number and other necessary & relevant documents.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
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.
Please furnish documents in support of your claim to fulfill the eligibility criteria as mentioned in the tender documents. Each page of the copy of documents / certificates in support of credentials, submitted by the you, shall be self-attested / digitally signed by the you or authorized representative of the your firm. Only those documents which are declared explicitly by you as "documents supporting the claim of qualifying the laid down eligibility criteria", will be considered for evaluating the offer or otherwise available in the offer.
Please furnish statement of deviations from tender conditions, if any.
Requisite documents proving technical eligibility criteria and financial eligibility criteria has been uploaded along with those required as per explanation given in clause 10 of IRGCC-2022 (Works Matter).
Tenderers who is/are not borne on the approved list of the contractors of North Central Railway shall submit along with his/their tender as per clause 11 of IRGCC-2022 (Works Matter), as applicable.
All requisite valid documents regarding constitution of business of the bidding firm should be submitted along with the tender as per clause 14 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Appostille certificate. Reference: para 15 of IRGCC-2022 (Works matter),otherwise their offer will be considered incomplete and shall not be considered.
Joint Venture firms, if applicable in the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 17 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Partnership firms, if bidding for the instant tender, should submit all valid requisite documents and fulfil the stipulations as per clause 18 of IRGCC-2022 (Works Matter),otherwise their offer will be considered incomplete and shall not be considered.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority. If any Tax/Royalty/Octori is quoted extra, the same will neither be considered for evaluation of the tender nor will be paid. However any changes in rate of taxes or any new tax /cess on Works Contract will be dealt according to clause 37 of IRGCC-2022 (Works Matter).
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, availability of labour etc. that may be encountered in course of execution of work.
Tenderer should see the website for the corrigendum/addendum to the NIT/tender document, if any that may be uploaded prior to tender opening (inclusive) as there will not be any separate communication for that.
The tenderer for carrying any construction work in Uttar Pradesh must get themselves registered from the registering Officer under Section - 7 of the Building and Other Construction Workers Act, 1996 and rules made there-to by the Uttar Pradesh Govt. and submit certificate of Registration (Labour Department). For enactment of this Act, the tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from each bill.
The contractor(s) shall observe all the formalities, perform all the acts and abide by all the provisions contained in the Contract Labour Act-1970 and Contract Labour Central Rules, 1971 which in addition to other stipulations provides that the contractor(s) shall obtain license(s) from appropriate licensing officer of the area before commencement of the work and shall produce a copy thereof along with the original to the Railway office, which will be returned to the contractor after verification.
If any complaint is received against the contractor regarding violation of contract laws, (exposing Principal Employer to the risk of legal proceedings under labour laws), the guilty contractor will be black listed and their contract shall be terminated following the due procedure, apart from initiating criminal proceedings against him with the help of Labour department officials. (Authority: RB letter no.2008/E (LI)/AT/CNR/3, dated 24.01.2018).
It is the responsibility of the tenderer to see corrigendum, if any, to tender notice up to the date of tender opening. IRGCC-2022 (works matter) is for reference only. Any correction issued by competent authority up to date of opening will be applicable. Tenderer should quote accordingly.
Though no minimum eligibility criteria is specified for tenders below Rs. 50.00 Lakhs, tenderers are advised to upload documents so that their financial capacity, capability & past performance to undertake the tendered work can be adjudged during evaluation of their offer. Documents testifying tenderer previous experience for the type of job for which tender is invited with list of works carried out in the past and financial status should be produced along with the tender.
The provision of Construction and Demolition Waste Management Rule 2016 issued by Ministry of Environment Forest and Climate Change dated 29.03.2016 and published in the Gazette of India, Part - II, Section -3, Sub-section (ii) are binding upon the Contractor. Contractor shall implement these provisions at worksites, for which no extra payment will be payable.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-A. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid.
It is to be noted that tenderer digital signature on the E-Tender form will be considered as confirmation that tenderer have read and accepted all the conditions laid down in the documents as well as related specification of items,schedule & quantity of items in the tender, consisting of techno-commercial offer form (including special conditions attached to E-Tender) and Financial offer form, unless specific deviation is quoted in the techno- commercial offer form.
The quantities shown in the attached Schedule are given as a guide and are approximate only and are as a guide to give the tenderer(s) an idea of quantum of work involved. Quantities are subject to variation according to the needs of the Railway. The Railway does not guarantee work under each item of the Schedule. The Railway reserves the right to increase/ decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account.
In case of any information submitted by tenderer is found to be false forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Earnest Money Deposit besides banning of business for a period of upto two years. In case of any information submitted by tenderer is found to be false forged or incorrect after the award of contract, the contract shall be terminated. Earnest Money Deposit (EMD), Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto two years.
The tenderer has to submit necessary documents in compliance of clause 10 to 18 (Part-I) of IRGCC 2022 (Works matter) mandatorily, otherwise offer will be considered as Incomplete Offer and accordingly shall not be considered.
Upgradation of Infrastructure facility at SDH at Kanpur under ADEN/HQ/II/CNB.
7920252026-202~NCR
7920252026-202
Open
Works - General
9 Months
Prayagraj, Uttar Pradesh
₹0
₹3.6 L
22 Dec 2025
27 Nov 2025
8 Dec 2025
117 items across 3 schedules · ₹3,51,164.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1200 | 286.85 | 3,44,220 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 150 | 417.35 | 62,602.5 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 600 | 253.95 | 1,52,370 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 5 | All kinds of soil | Sqm | 1400 | 28.15 | 39,410 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 220 | 6,670.25 | 14,67,455 |
| 7 | 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 | 50 | 9,375.2 | 4,68,760 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 100 | 370.85 | 37,085 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 200 | 57.15 | 11,430 |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 200 | 113.85 | 22,770 |
| 11 | 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 | 10 | 8,364.2 | 83,642 |
| 12 | cum | 10 | 10,719.3 | 1,07,193 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 700 | 307.95 | 2,15,565 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 20 | 669.55 | 13,391 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2100 | 766.55 | 16,09,755 |
| 16 | Shelves (Cast in situ) | Sqm | 35 | 766.55 | 26,829.25 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 2100 | 608.35 | 12,77,535 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1100 | 804.25 | 8,84,675 |
| 19 | Stairs, (excluding landings) except spiral- staircases | Sqm | 125 | 657.75 | 82,218.75 |
| 20 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1000 | 319.25 | 3,19,250 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18000 | 89.65 | 16,13,700 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 42000 | 89.65 | 37,65,300 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 210 | 8,683.8 | 18,23,598 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 480 | 10,306.2 | 49,46,976 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 230 | 688.45 | 1,58,343.5 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 90 | 6,882 | 6,19,380 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 425 | 8,512.1 | 36,17,642.5 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 250 | 1,018.05 | 2,54,512.5 |
| 29 | Area of slab over 0.50 sqm | Sqm | 360 | 4,425.35 | 15,93,126 |
| 30 | Granite work | Metre | 60 | 418.85 | 25,131 |
| 31 | 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 | 315 | 1,063.45 | 3,34,986.75 |
| 32 | Sal wood | cum | 1.8 | 1,06,720.85 | 1,92,097.53 |
| 33 | 35 mm thick shutters | Sqm | 55 | 3,704.45 | 2,03,744.75 |
| 34 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked | Sqm | 60 | 1,743.6 | 1,04,616 |
| 35 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 75 | 2,231.2 | 1,67,340 |
| 36 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading | Sqm | 25 | 1,521.6 | 38,040 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 45 | 1,881.95 | 84,687.75 |
| 38 | 25 mm dia (heavy type) | Metre | 200 | 159.35 | 31,870 |
| 39 | 300x16x5 mm | Each | 30 | 273.2 | 8,196 |
| 40 | 125 mm | Each | 130 | 205.1 | 26,663 |
| 41 | 100x75x4 mm | Each | 60 | 106.85 | 6,411 |
| 42 | 250x16 mm | Each | 45 | 234.9 | 10,570.5 |
| 43 | 250x10 mm | Each | 70 | 104.4 | 7,308 |
| 44 | 100 mm | Each | 60 | 53.25 | 3,195 |
| 45 | Single rubber stopper | Each | 40 | 35.5 | 1,420 |
| 46 | Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 +/-. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm) | Sqm | 25 | 10,451.95 | 2,61,298.75 |
| 47 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 140 | 10,030.3 | 14,04,242 |
| 48 | 100mm | Each | 80 | 75.7 | 6,056 |
| 49 | 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 | 200 | 111.95 | 22,390 |
| 50 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 90 | 185.2 | 16,668 |
| 51 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2200 | 142.3 | 3,13,060 |
| 52 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 150 | 545 | 81,750 |
| 53 | Dark shade pigment using ordinary cement | Sqm | 120 | 983.95 | 1,18,074 |
| 54 | 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 | 180 | 935.6 | 1,68,408 |
| 55 | Size of Tile 600 x 1200 mm | Sqm | 1300 | 1,612.75 | 20,96,575 |
| 56 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 150 | 3,908.8 | 5,86,320 |
| 57 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 58 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 59 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 60 | 110 mm | Each | 100 | 309.5 | 30,950 |
| 61 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 1200 | 1,300.5 | 15,60,600 |
| 62 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 50 | 671.55 | 33,577.5 |
| 63 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1500 | 307.25 | 4,60,875 |
| 64 | 1:4 (1 cement: 4 coarse sand) | Sqm | 4100 | 354.5 | 14,53,450 |
| 65 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag of cement of 50kg | 100 | 60.55 | 6,055 |
| 66 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2500 | 166.85 | 4,17,125 |
| 67 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 120 | 61.45 | 7,374 |
| 68 | Two or more coats on new work | Sqm | 220 | 131.45 | 28,919 |
| 69 | 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. | Sqm | 5800 | 123.85 | 7,18,330 |
| 70 | Two coats | Sqm | 4300 | 116.05 | 4,99,015 |
| 71 | Overhead informatory road signage | Sqm | 10 | 5,609.55 | 56,095.5 |
| 72 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 400 | 1,011.2 | 4,04,480 |
| 73 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 5,781.35 | 46,250.8 |
| 74 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,941.3 | 1,04,119.5 |
| 75 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 10,128.3 | 81,026.4 |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 20 | 3,459.05 | 69,181 |
| 77 | Size 450x300x150 mm | Each | 10 | 4,272.95 | 42,729.5 |
| 78 | 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 | 20 | 299.35 | 5,987 |
| 79 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 20 | 886.25 | 17,725 |
| 80 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 6 | 6,119.15 | 36,714.9 |
| 81 | 32 mm dia | Each | 40 | 104.35 | 4,174 |
| 82 | 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 | 20 | 1,411.15 | 28,223 |
| 83 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 15 | 942.15 | 14,132.25 |
| 84 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 120 | 1,018.05 | 1,22,166 |
| 85 | 100 mm dia pipe | Each | 60 | 163.45 | 9,807 |
| 86 | For 100 mm dia pipe | Each | 20 | 308.45 | 6,169 |
| 87 | Sand cast iron S&S as per IS - 1729 | Each | 15 | 530.7 | 7,960.5 |
| 88 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 671.2 | 6,712 |
| 89 | Sand cast iron S&S as per IS - 1729 | Each | 6 | 740.75 | 4,444.5 |
| 90 | Sand cast iron S&S as per IS: 3989 | Each | 20 | 1,604.1 | 32,082 |
| 91 | 15 mm nominal dia Pipes | Metre | 200 | 441.15 | 88,230 |
| 92 | 20 mm nominal dia Pipes | Metre | 100 | 513.75 | 51,375 |
| 93 | 25 mm dia nominal bore | Metre | 75 | 417.95 | 31,346.25 |
| 94 | 50 mm dia nominal bore | Metre | 150 | 654.2 | 98,130 |
| 95 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 96 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 97 | 15 mm nominal bore | Each | 40 | 85.2 | 3,408 |
| 98 | 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. | Litre | 5000 | 9.7 | 48,500 |
| 99 | 15 mm nominal bore | Each | 40 | 434.2 | 17,368 |
| 100 | 15 mm nominal bore | Each | 20 | 715.05 | 14,301 |
| 101 | 15 mm nominal bore | Each | 20 | 708.4 | 14,168 |
| 102 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 103 | 15mm nominal bore | Each | 80 | 500.35 | 40,028 |
| 104 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 20 | 61.7 | 1,234 |
| 105 | 150 mm dia. R.C.C. pipe | Metre | 40 | 493.1 | 19,724 |
| 106 | 250 mm dia. R.C.C. pipe | Metre | 150 | 811.15 | 1,21,672.5 |
| 107 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 280 | 433.95 | 1,21,506 |
| 108 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 180 | 531.8 | 95,724 |
| 109 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 80 | 1,325.55 | 1,06,044 |
| 110 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 15 | 4,540.7 | 68,110.5 |
| 111 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 1200 | 1,522.95 | 18,27,540 |
| 112 | Frame size 50 x 100 mm | Metre | 165 | 853 | 1,40,745 |
| 113 | 30 mm thick | Sqm | 56 | 3,954 | 2,21,424 |
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ACS1-GCC2022.pdf
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IRGCC2022ACS05.pdf
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