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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
Refer Docs
EMD Value
₹3.0 L
Closing Date
30 Oct 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)
21 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.
[i] Renovation work at Narkeldanga Carshed including all other ancillary works. [ii] At Sealdah: Creation of new godown, office of AMM along with dismantling work and renovation of Administrative Building, shed, pathway, drain etc. at Narkeldanga EMU Carshed.
TN-189-26-27~ER
TN-189-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹3.0 L
7 Oct 2026
7 Oct 2026
16 Oct 2026
103 items across 2 schedules · ₹1,69,14,266.64 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 | 420 | 494.1 | 2,07,522 |
| 2 | All kinds of soil | cum | 73 | 177.5 | 12,957.5 |
| 3 | 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 | 13 | 700.5 | 9,106.5 |
| 4 | 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 | 39 | 7,878.5 | 3,07,261.5 |
| 5 | 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 | 70 | 7,294.7 | 5,10,629 |
| 6 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 42 | 9,212.6 | 3,86,929.2 |
| 7 | 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 | 24 | 9,045.75 | 2,17,098 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 23 | 392.15 | 9,019.45 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2200 | 107.85 | 2,37,270 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 7,132.25 | 35,661.25 |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38 | 9,105.95 | 3,46,026.1 |
| 12 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 39 | 1,150.5 | 44,869.5 |
| 13 | Kiln seasoned and chemically treated hollock wood | cum | .5 | 83,378.05 | 41,689.03 |
| 14 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 10 | 2,241.8 | 22,418 |
| 15 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5 | 3,167.95 | 15,839.75 |
| 16 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150 | 238.35 | 35,752.5 |
| 17 | 100X58X1.90 mm | Each | 10 | 107.1 | 1,071 |
| 18 | 300x16 mm | Each | 10 | 303.25 | 3,032.5 |
| 19 | 250x10 mm | Each | 10 | 115.15 | 1,151.5 |
| 20 | 150x10 mm | Each | 22 | 82.55 | 1,816.1 |
| 21 | 125 mm | Each | 22 | 66.25 | 1,457.5 |
| 22 | 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 | 64 | 570.95 | 36,540.8 |
| 23 | 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 | 19 | 3,720.75 | 70,694.25 |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 33495 | 172.6 | 57,81,237 |
| 25 | 1:6 (1cement : 6 coarse sand) | Sqm | 556 | 965.55 | 5,36,845.8 |
| 26 | Size of Tile 600 x 1200 mm | Sqm | 1420 | 1,577.15 | 22,39,553 |
| 27 | Size of Tile 600 x 1200 mm | Sqm | 182 | 1,798.8 | 3,27,381.6 |
| 28 | Size of Tile 600 x 1200 mm | Sqm | 62 | 1,797.3 | 1,11,432.6 |
| 29 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 1400 | 195.6 | 2,73,840 |
| 30 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 31 | 110 mm | Each | 5 | 136.15 | 680.75 |
| 32 | 110 mm | Each | 5 | 127.6 | 638 |
| 33 | 110x110x110 mm | Each | 23 | 234.15 | 5,385.45 |
| 34 | 110x110x110 mm | Each | 5 | 221.35 | 1,106.75 |
| 35 | 110 mm bend | Each | 23 | 150.35 | 3,458.05 |
| 36 | 110 mm Shoe | Each | 5 | 131.85 | 659.25 |
| 37 | 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 | 600 | 738.65 | 4,43,190 |
| 38 | Ridges plain (500 - 600mm) | Metre | 35 | 532.35 | 18,632.25 |
| 39 | 1:4 (1 cement: 4 fine sand) | Sqm | 225 | 347.05 | 78,086.25 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 333.35 | 1,33,340 |
| 41 | 1:3 (1 cement: 3 fine sand) | Sqm | 60 | 439.25 | 26,355 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 125 | 425.55 | 53,193.75 |
| 43 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 44 | 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 | 85 | 171.1 | 14,543.5 |
| 45 | 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 | 100 | 170.7 | 17,070 |
| 46 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 20 | 226.25 | 4,525 |
| 47 | Two or more coats on new work | Sqm | 700 | 146.8 | 1,02,760 |
| 48 | 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 | 1200 | 156.05 | 1,87,260 |
| 49 | Old work (one or more coats) | Sqm | 1000 | 62.7 | 62,700 |
| 50 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 2300 | 73.95 | 1,70,085 |
| 51 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 1500 | 25.15 | 37,725 |
| 52 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). | Sqm | 1200 | 88.55 | 1,06,260 |
| 53 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 4 | 433.75 | 1,735 |
| 54 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 6 | 134.1 | 804.6 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 28 | 2,434.25 | 68,159 |
| 56 | 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 | 7 | 3,551.25 | 24,858.75 |
| 57 | In cement mortar | cum | 36 | 2,060.2 | 74,167.2 |
| 58 | R.S. Joists | Kg | 1069 | 3.4 | 3,634.6 |
| 59 | Channels, angles, tees and flats | Kg | 377 | 2.3 | 867.1 |
| 60 | G.S. Sheet | Sqm | 48 | 164.95 | 7,917.6 |
| 61 | Asbestos Cement sheet | Sqm | 183 | 77.3 | 14,145.9 |
| 62 | 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 | 400 | 54.65 | 21,860 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 6,767.4 | 40,604.4 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 65 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 66 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 4 | 9,256.45 | 37,025.8 |
| 67 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 8 | 1,879.2 | 15,033.6 |
| 68 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,683.35 | 10,100.1 |
| 69 | 610x510 mm bowl depth 200 mm | Each | 1 | 4,940.8 | 4,940.8 |
| 70 | 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 | 4 | 1,648.95 | 6,595.8 |
| 71 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 72 | 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 | 8 | 1,607.95 | 12,863.6 |
| 73 | 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 | 6 | 708.95 | 4,253.7 |
| 74 | 15 mm nominal dia Pipes | Metre | 65 | 286.8 | 18,642 |
| 75 | 20 mm nominal dia Pipes | Metre | 20 | 335 | 6,700 |
| 76 | 25 mm nominal dia Pipes | Metre | 75 | 401.55 | 30,116.25 |
| 77 | 40 mm nominal dia Pipes | Metre | 25 | 702.95 | 17,573.75 |
| 78 | 25 mm nominal bore | Each | 30 | 622.4 | 18,672 |
| 79 | 15 mm nominal bore | Each | 15 | 97.75 | 1,466.25 |
| 80 | Up to 300 mm dia | Quintal | 8 | 8,913.15 | 71,305.2 |
| 81 | Class I | Each | 2 | 4,791.2 | 9,582.4 |
| 82 | Class I | Each | 2 | 6,966.55 | 13,933.1 |
| 83 | 25 mm nominal bore | Each | 20 | 439.25 | 8,785 |
| 84 | 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 | 4000 | 11 | 44,000 |
| 85 | 15 mm nominal bore | Each | 18 | 506.8 | 9,122.4 |
| 86 | 15 mm nominal bore | Each | 5 | 820.7 | 4,103.5 |
| 87 | 15mm nominal bore | Each | 22 | 574.3 | 12,634.6 |
| 88 | 100 mm dia Ductile Iron Double Flanged | Metre | 220 | 1,821.55 | 4,00,741 |
| 89 | 150 mm dia Ductile Iron Double Flanged | Metre | 100 | 2,607.5 | 2,60,750 |
| 90 | 250 mm diameter | Metre | 100 | 1,505.6 | 1,50,560 |
| 91 | 250 mm diameter S.W. pipe | Metre | 100 | 1,590.55 | 1,59,055 |
| 92 | Square shape 450 mm internal dimension | Each | 10 | 1,386.55 | 13,865.5 |
| 93 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 20 | 495.05 | 9,901 |
| 94 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 8 | 598.6 | 4,788.8 |
| Schedule total | ₹1,50,26,817.03 | ||||
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_121_compressed.pdf CORRECTION
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annexureVIBcontractualturnoverdata.pdf
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Annexure-B-LOC.pdf
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SHRAMIKKALYAN.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
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CheckList.pdf
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ANNEXURE-C-LOC2.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
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annexureVIABidsecurity.pdf
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LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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