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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
9 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/3
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 Works." as per PCE/ER/KKK's letter No. W(6) Similar Nature of Work/Loose dt. 08.11.2023.
67 conditions · 5 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.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CEI/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.
(i) Balance Developmental works at GEDE station under Amrit Bharat Station Scheme in the jurisdiction of Sr.DEN/III/Sealdah.(ii) Sub Estt-Augmentation and improvement of illumination at 24 nos stations under the jurisdiction of SSE/E(G)/Ranaghat in Sealdah Division.
TN-195-26-27~ER
TN-195-26-27
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹10.0 L
13 Oct 2026
13 Oct 2026
26 Oct 2026
157 items across 2 schedules · ₹5,74,91,790.69 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 50 | 174.04 | 8,702 |
| 2 | 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 | 240 | 494.1 | 1,18,584 |
| 3 | All kinds of soil | Sqm | 100 | 129.85 | 12,985 |
| 4 | All kinds of soil | cum | 100 | 177.5 | 17,750 |
| 5 | All kinds of soil. | cum | 2400 | 260.3 | 6,24,720 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 150 | 215.6 | 32,340 |
| 7 | Depth not exceeding 1.5 m | Sqm | 360 | 139.95 | 50,382 |
| 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 | 3860 | 196 | 7,56,560 |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 20360 | 17.6 | 3,58,336 |
| 10 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 10 | 234.75 | 2,347.5 |
| 11 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 180 | 53.45 | 9,621 |
| 12 | 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 | 120 | 8,340.85 | 10,00,902 |
| 13 | 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 | 132.4 | 7,878.5 | 10,43,113.4 |
| 14 | 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 | 105.2 | 7,294.7 | 7,67,402.44 |
| 15 | Foundations, footings, bases for columns | Sqm | 30 | 392.15 | 11,764.5 |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 50 | 10,105.1 | 5,05,255 |
| 17 | 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 | 30 | 8,726.85 | 2,61,805.5 |
| 18 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 340 | 495.75 | 1,68,555 |
| 19 | 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 50 kg cement used | 1000 | 18.15 | 18,150 |
| 20 | 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 | 146 | 9,045.75 | 13,20,679.5 |
| 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 | 136 | 10,852.95 | 14,76,001.2 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 636 | 392.15 | 2,49,407.4 |
| 23 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 468 | 927.25 | 4,33,953 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 184 | 736.4 | 1,35,497.6 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 961.3 | 96,130 |
| 26 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 162 | 951.1 | 1,54,078.2 |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23000 | 107.85 | 24,80,550 |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16199 | 107.85 | 17,47,062.15 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,504.75 | 9,50,475 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 584 | 7,132.25 | 41,65,234 |
| 32 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 9,344.35 | 93,443.5 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 308 | 9,105.95 | 28,04,632.6 |
| 34 | cum | 228 | 169.45 | 38,634.6 | |
| 35 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 50 | 905.05 | 45,252.5 |
| 36 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 50 | 1,123.8 | 56,190 |
| 37 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 38 | Area of slab over 0.50 sqm | Sqm | 200 | 5,136.3 | 10,27,260 |
| 39 | Area of slab upto 0.50 sqm | Sqm | 100 | 4,170.7 | 4,17,070 |
| 40 | Area of slab over 0.50 sqm | Sqm | 100 | 3,848.7 | 3,84,870 |
| 41 | Granite work | Metre | 150 | 510.95 | 76,642.5 |
| 42 | Metre | 50 | 568.55 | 28,427.5 | |
| 43 | Granite of any colour and shade | Sqm | 100 | 3,617.55 | 3,61,755 |
| 44 | 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 | 250 | 1,267.95 | 3,16,987.5 |
| 45 | 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 | 400 | 5,015.05 | 20,06,020 |
| 46 | Sal wood | cum | 4.08 | 1,16,520.3 | 4,75,402.82 |
| 47 | 30 mm thick shutters | Sqm | 110.4 | 2,676.85 | 2,95,524.24 |
| 48 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 49 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 60 | 2,600.45 | 1,56,027 |
| 50 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 150 | 1,800.45 | 2,70,067.5 |
| 51 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 52 | Fixed to steel windows by welding | Kg | 1586.4 | 219.1 | 3,47,580.24 |
| 53 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 72 | 1,421.95 | 1,02,380.4 |
| 54 | 100x75x3.50 mm | Each | 24 | 62.05 | 1,489.2 |
| 55 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 24 | 122.15 | 2,931.6 |
| 56 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,124.85 | 22,497 |
| 57 | 300x16 mm | Each | 21 | 303.25 | 6,368.25 |
| 58 | 300x10 mm | Each | 20 | 130.1 | 2,602 |
| 59 | 150x10 mm | Each | 2 | 82.55 | 165.1 |
| 60 | 125 mm | Each | 41 | 66.25 | 2,716.25 |
| 61 | Single rubber stopper | Each | 2 | 39.6 | 79.2 |
| 62 | Twin rubber stopper | Each | 30 | 72.35 | 2,170.5 |
| 63 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc.complete. | Each | 30 | 868.95 | 26,068.5 |
| 64 | 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 | 50 | 570.95 | 28,547.5 |
| 65 | 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 | 16 | 3,720.75 | 59,532 |
| 66 | 1.0 mm thick | Sqm | 60 | 897.3 | 53,838 |
| 67 | Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). | Sqm | 50 | 9,888.35 | 4,94,417.5 |
| 68 | 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 | 2000 | 117.35 | 2,34,700 |
| 69 | 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 | 4150 | 133.7 | 5,54,855 |
| 70 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 2 | 5,804.35 | 11,608.7 |
| 71 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 24970 | 172.6 | 43,09,822 |
| 72 | 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 | 4500 | 772.4 | 34,75,800 |
| 73 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 82 | 792.05 | 64,948.1 |
| 74 | Ordinary cement without any pigment | Sqm | 600 | 1,056.35 | 6,33,810 |
| 75 | Acid and alkali resistant tile | Sqm | 484 | 1,738.15 | 8,41,264.6 |
| 76 | 25 mm thick | Sqm | 312 | 1,948.25 | 6,07,854 |
| 77 | 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 | 100 | 2,354.7 | 2,35,470 |
| 78 | Size of Tile 600x600 mm | Sqm | 195 | 1,553.45 | 3,02,922.75 |
| 79 | Size of Tile 600 x 1200 mm | Sqm | 250 | 1,797.3 | 4,49,325 |
| 80 | 110 mm diameter | Metre | 408 | 377.4 | 1,53,979.2 |
| 81 | 110 mm | Each | 96 | 136.15 | 13,070.4 |
| 82 | 110 mm | Each | 15 | 127.6 | 1,914 |
| 83 | 110x110x110 mm | Each | 22 | 234.15 | 5,151.3 |
| 84 | 110x110x110 mm | Each | 14 | 221.35 | 3,098.9 |
| 85 | 110 mm bend | Each | 108 | 150.35 | 16,237.8 |
| 86 | 110 mm Shoe | Each | 96 | 131.85 | 12,657.6 |
| 87 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 520 | 1,520.1 | 7,90,452 |
| 88 | 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 | 1400 | 738.65 | 10,34,110 |
| 89 | Ridges plain (500 - 600mm) | Metre | 500 | 532.35 | 2,66,175 |
| 90 | Gutter (600 mm over all girth) | Metre | 1600 | 1,313.7 | 21,01,920 |
| 91 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 347.05 | 52,057.5 |
| 92 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1160 | 343.65 | 3,98,634 |
| 93 | 1:6 (1 cement: 6 coarse sand) | Sqm | 192 | 395.35 | 75,907.2 |
| 94 | 1:3 (1 cement: 3 fine sand) | Sqm | 1152 | 439.25 | 5,06,016 |
| 95 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 425.55 | 63,832.5 |
| 96 | 1:3 (1 cement : 3 fine sand) | Sqm | 1300 | 300.45 | 3,90,585 |
| 97 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 240 | 262.7 | 63,048 |
| 98 | 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 | 3000 | 185.65 | 5,56,950 |
| 99 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2280 | 116.9 | 2,66,532 |
| 100 | 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 | 2384 | 160.6 | 3,82,870.4 |
| 101 | Two or more coats on new work | Sqm | 2036 | 155.9 | 3,17,412.4 |
| 102 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1500 | 6.15 | 9,225 |
| 103 | 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 | 2200 | 156.05 | 3,43,310 |
| 104 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 105 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 106 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 107 | 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 | 500 | 218.9 | 1,09,450 |
| 108 | 90 mm to 45 mm size stone aggregate | cum | 15 | 2,098.4 | 31,476 |
| 109 | 63 mm to 45 mm size stone aggregate | cum | 15 | 1,636.05 | 24,540.75 |
| 110 | 53 mm to 22.4 mm size stone aggregate | cum | 10 | 1,842.3 | 18,423 |
| 111 | Stone screening 11.2 mm nominal size (Type B) | cum | 10 | 2,247.75 | 22,477.5 |
| 112 | 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 | 50 | 1,046.95 | 52,347.5 |
| 113 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 450 | 33.3 | 14,985 |
| 114 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 120 | 60.5 | 7,260 |
| 115 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 250 | 48.2 | 12,050 |
| 116 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 500 | 13.45 | 6,725 |
| 117 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 500 | 281 | 1,40,500 |
| 118 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 75 | 505.65 | 37,923.75 |
| 119 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 300 | 531.6 | 1,59,480 |
| 120 | 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 | 500 | 88.55 | 44,275 |
| 121 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 20 | 747.8 | 14,956 |
| 122 | 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 | 1000 | 972 | 9,72,000 |
| 123 | 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 | 10 | 10,117.6 | 1,01,176 |
| 124 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 2335 | 1,091.5 | 25,48,652.5 |
| 125 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 126 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 4 | 6,258.75 | 25,035 |
| 127 | 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 |
| 128 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 129 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,940.8 | 9,881.6 |
| 130 | 15 mm nominal dia Pipes | Metre | 22 | 286.8 | 6,309.6 |
| 131 | 20 mm nominal dia Pipes | Metre | 25 | 335 | 8,375 |
| 132 | 25 mm nominal dia Pipes | Metre | 30 | 401.55 | 12,046.5 |
| 133 | 15 mm nominal dia Pipes | Metre | 20 | 497.8 | 9,956 |
| 134 | 20 mm nominal dia Pipes | Metre | 25 | 537.6 | 13,440 |
| 135 | 25 mm nominal dia Pipes | Metre | 22 | 355.4 | 7,818.8 |
| 136 | 32 mm nominal dia Pipes | Metre | 30 | 438.6 | 13,158 |
| 137 | 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 | 10000 | 11 | 1,10,000 |
| 138 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 139 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 6 | 118.5 | 711 |
| 140 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 10 | 112.8 | 1,128 |
| 141 | 100 mm diameter | Metre | 50 | 443.6 | 22,180 |
| 142 | 100 mm diameter S.W. pipe | Metre | 50 | 964.75 | 48,237.5 |
| 143 | Square shape 450 mm internal dimension | Each | 20 | 1,386.55 | 27,731 |
| 144 | Circular shape 500 mm internal diameter | Each | 20 | 1,172.6 | 23,452 |
| 145 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 132 | 495.05 | 65,346.6 |
| 146 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 132 | 1,176.8 | 1,55,337.6 |
| 147 | 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 | 30 | 638.35 | 19,150.5 |
| 148 | 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) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure | Sqm | 170 | 3,510.5 | 5,96,785 |
| Schedule total | ₹5,54,61,438.89 | ||||
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GCC 2022
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