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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
13 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN/HQ
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: 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 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. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS TENDER WILL BE - ANY CIVIL ENGINEERING WORK.
24 conditions · 6 needing a document upload
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.
Para 5(3) ii. Part I of GCC shall be read as under: 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 date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CE-I/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
At Kolkata-Construction of ladies room at Kolkata and renovation of existing running room including all other ancillary works at Kolkata under Sr. Section Engineer[Works]/Chitpur in the jurisdiction of Assistant Engineer/Ballygunge.
TN-176-26-27~ER
TN-176-26-27
Open
Works - General
4 Months
Kolkata, West Bengal
₹0
₹3.0 L
17 Sept 2026
17 Sept 2026
29 Sept 2026
152 items across 3 schedules · ₹34,90,918.21 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 50 | 494.1 | 24,705 |
| 2 | All kinds of soil | cum | 40 | 177.5 | 7,100 |
| 3 | All kinds of soil. | cum | 75 | 260.3 | 19,522.5 |
| 4 | 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 | 65 | 196 | 12,740 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 10 | 2,123.75 | 21,237.5 |
| 6 | All kinds of soil | Sqm | 300 | 34.15 | 10,245 |
| 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 | 15 | 7,878.5 | 1,18,177.5 |
| 8 | 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 | 9,895.2 | 4,94,760 |
| 9 | Foundations, footings, bases for columns | Sqm | 5 | 392.15 | 1,960.75 |
| 10 | 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 | 3 | 10,852.95 | 32,558.85 |
| 11 | cum | 15 | 11,505.5 | 1,72,582.5 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 20 | 392.15 | 7,843 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 200 | 736.4 | 1,47,280 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 210 | 961.3 | 2,01,873 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 400 | 107.85 | 43,140 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2500 | 107.85 | 2,69,625 |
| 17 | Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. | cum | 2 | 28,212.6 | 56,425.2 |
| 18 | 300 mm wide. | Metre | 100 | 1,208.05 | 1,20,805 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,132.25 | 71,322.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 12 | 9,105.95 | 1,09,271.4 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 300 | 1,123.8 | 3,37,140 |
| 22 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 620 | 104.8 | 64,976 |
| 23 | Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove edges and jointed with bonding plaster as per manufacturer's specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 | Sqm | 80 | 1,023.6 | 81,888 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 25 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 26 | Granite Stone of approved shade | Sqm | 5 | 4,051.85 | 20,259.25 |
| 27 | Decorative veneer facings of approved manufacture | Sqm | 60 | 1,946.25 | 1,16,775 |
| 28 | 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 | 225 | 1,267.95 | 2,85,288.75 |
| 29 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 40 | 5,015.05 | 2,00,602 |
| 30 | Sal wood | cum | .75 | 1,16,520.3 | 87,390.23 |
| 31 | 35 mm thick shutters | Sqm | 60 | 4,111.95 | 2,46,717 |
| 32 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 250 | 2,241.8 | 5,60,450 |
| 33 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 250 | 176.4 | 44,100 |
| 34 | 20 mm dia (heavy type) | Metre | 200 | 175 | 35,000 |
| 35 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 550 | 238.35 | 1,31,092.5 |
| 36 | With 2nd class teak wood beading 62X19 mm | Sqm | 100 | 1,308.35 | 1,30,835 |
| 37 | 125x70x4 mm (ordinary type) | Each | 120 | 185.15 | 22,218 |
| 38 | 250x10 mm | Each | 50 | 441.6 | 22,080 |
| 39 | 300x16x5 mm | Each | 50 | 322.2 | 16,110 |
| 40 | 125 mm | Each | 50 | 256.65 | 12,832.5 |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 50 | 121.65 | 6,082.5 |
| 42 | 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with BIS certification marks) | Sqm | 250 | 2,131.1 | 5,32,775 |
| 43 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 180 | 570.95 | 1,02,771 |
| 44 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 80 | 3,720.75 | 2,97,660 |
| 45 | 1.0 mm thick | Sqm | 80 | 897.3 | 71,784 |
| 46 | 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 | 350 | 117.35 | 41,072.5 |
| 47 | 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 | 725 | 133.7 | 96,932.5 |
| 48 | 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. | Sqm | 5 | 11,439.6 | 57,198 |
| 49 | Hot finished welded type tubes | Kg | 500 | 194.4 | 97,200 |
| 50 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 97.2 | 19,440 |
| 51 | 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 | 350 | 772.4 | 2,70,340 |
| 52 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 120 | 844.7 | 1,01,364 |
| 53 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 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 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/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 220 | 1,315.3 | 2,89,366 |
| 55 | Size of Tile 600 x 600 mm | Sqm | 1225 | 1,453.65 | 17,80,721.25 |
| 56 | Size of Tile 1000 x 1000 mm | Sqm | 75 | 1,801.7 | 1,35,127.5 |
| 57 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 100 | -850.1 | -85,010 |
| 58 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 30 | 4,481.3 | 1,34,439 |
| 59 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 25 | 3,071.05 | 76,776.25 |
| 60 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 750 | 1,355.8 | 10,16,850 |
| 61 | 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 | 200 | 738.65 | 1,47,730 |
| 62 | Ridges plain (500 - 600mm) | Metre | 60 | 532.35 | 31,941 |
| 63 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 333.35 | 1,33,340 |
| 64 | 1:6 (1 cement: 6 fine sand) | Sqm | 350 | 383 | 1,34,050 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 225 | 425.55 | 95,748.75 |
| 66 | 1:3 (1 cement : 3 fine sand) | Sqm | 125 | 300.45 | 37,556.25 |
| 67 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 700 | 262.7 | 1,83,890 |
| 68 | 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 | 1225 | 185.65 | 2,27,421.25 |
| 69 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 200 | 160.6 | 32,120 |
| 70 | 100 mm diameter pipes | Metre | 200 | 76.35 | 15,270 |
| 71 | 100 mm diameter pipes | Metre | 200 | 82 | 16,400 |
| 72 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| 73 | Two or more coats on new work | Sqm | 200 | 146.8 | 29,360 |
| 74 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 5500 | 6.15 | 33,825 |
| 75 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 1000 | 19.75 | 19,750 |
| 76 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 1200 | 112.9 | 1,35,480 |
| 77 | For door/ window/ clerestory window | Sqm | 20 | 1,264.35 | 25,287 |
| 78 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 79 | In cement mortar | cum | 25 | 2,060.2 | 51,505 |
| 80 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 81 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 82 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 15 | 1,550.6 | 23,259 |
| 83 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 7 | 1,683.35 | 11,783.45 |
| 84 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,945.6 | 34,728 |
| 85 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 86 | 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 | 10 | 349.15 | 3,491.5 |
| 87 | 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 | 5 | 1,648.95 | 8,244.75 |
| 88 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 89 | 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 | 7 | 1,607.95 | 11,255.65 |
| 90 | Rectangular shape 453x357 mm | Each | 25 | 1,361.8 | 34,045 |
| 91 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 125 | 1,151.9 | 1,43,987.5 |
| 92 | 100 mm dia pipe | Each | 50 | 198.15 | 9,907.5 |
| 93 | 15 mm nominal dia Pipes | Metre | 75 | 286.8 | 21,510 |
| 94 | 20 mm nominal dia Pipes | Metre | 110 | 335 | 36,850 |
| 95 | 25 mm nominal dia Pipes | Metre | 75 | 401.55 | 30,116.25 |
| 96 | 15 mm nominal dia Pipes | Metre | 70 | 244.7 | 17,129 |
| 97 | 20 mm nominal dia Pipes | Metre | 110 | 274.3 | 30,173 |
| 98 | 25 mm nominal dia Pipes | Metre | 150 | 355.4 | 53,310 |
| 99 | 40 mm nominal dia Pipes | Metre | 40 | 563.05 | 22,522 |
| 100 | 25 mm nominal bore | Each | 12 | 622.4 | 7,468.8 |
| 101 | 40 mm nominal bore | Each | 8 | 826.1 | 6,608.8 |
| 102 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 103 | 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 | 8000 | 11 | 88,000 |
| 104 | 15 mm nominal bore | Each | 35 | 506.8 | 17,738 |
| 105 | 15 mm nominal bore | Each | 35 | 798.95 | 27,963.25 |
| 106 | 15 mm nominal bore | Each | 30 | 670.45 | 20,113.5 |
| 107 | 15mm nominal bore | Each | 25 | 574.3 | 14,357.5 |
| 108 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 5 | 523.8 | 2,619 |
| 109 | 15 mm nominal bore with 45 cm length | Each | 30 | 121.9 | 3,657 |
| 110 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 950 | 495.05 | 4,70,297.5 |
| 111 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 450 | 598.6 | 2,69,370 |
| 112 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 95 | 1,176.8 | 1,11,796 |
| 113 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 125 | 817.15 | 1,02,143.75 |
| 114 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 770 | 563.1 | 4,33,587 |
| 115 | With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles | Sqm | 80 | 2,207 | 1,76,560 |
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Annexure-B-LOC.pdf
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SHRAMIKKALYAN.pdf
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IRStandardGCC2022AdvanceCorrectionSlipNo11.pdf
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IRStandardGCC2022AdvanceCorrectionSlipNo12.pdf
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