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Tender Value
₹6.9 Cr
EMD Value
₹13.8 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/1
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 CONTRACT- EXECUTION OF ANY CIVIL ENGINEERING WORK.
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.
Sealdah: Provision of stabling line at Wood Gola Siding of Sealdah Coaching Yard.
TN-49-26-27
TN-49-26-27
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹13.8 L
16 Jun 2026
22 May 2026
2 Jun 2026
186 items across 2 schedules · ₹7,73,67,717.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1800 | 260.3 | 4,68,540 |
| 2 | 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 | 50 | 8,340.85 | 4,17,042.5 |
| 3 | 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 | 150 | 7,294.7 | 10,94,205 |
| 4 | 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 | 1850 | 9,045.75 | 1,67,34,637.5 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 392.15 | 1,17,645 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 50 | 842.5 | 42,125 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 927.25 | 92,725 |
| 8 | Shelves (Cast in situ) | Sqm | 100 | 927.25 | 92,725 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 100 | 736.4 | 73,640 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 100 | 961.3 | 96,130 |
| 11 | Stairs, (excluding landings) except spiral- staircases | Sqm | 100 | 764.95 | 76,495 |
| 12 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 100 | 10,585.9 | 10,58,590 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 47100 | 107.85 | 50,79,735 |
| 14 | Providing and filling in position, blown bitumen in expansion joints. | cum | 5.44 | 74,854.65 | 4,07,209.3 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,504.75 | 9,50,475 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 200 | 9,860.4 | 19,72,080 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 400 | 7,132.25 | 28,52,900 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,105.95 | 18,21,190 |
| 19 | Sal wood | cum | 2 | 1,16,520.3 | 2,33,040.6 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,473.85 | 1,73,692.5 |
| 21 | Fixed to steel windows by welding | Kg | 2000 | 219.1 | 4,38,200 |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 4000 | 238.35 | 9,53,400 |
| 23 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 100 | 228.85 | 22,885 |
| 24 | 125x90x4.00 mm | Each | 250 | 71.25 | 17,812.5 |
| 25 | 300x16 mm | Each | 100 | 216.55 | 21,655 |
| 26 | 250x10 mm | Each | 250 | 83.9 | 20,975 |
| 27 | 125 mm | Each | 250 | 39.95 | 9,987.5 |
| 28 | 125x64x2.50 mm | Each | 200 | 129.85 | 25,970 |
| 29 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 50 | 854.65 | 42,732.5 |
| 30 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 50 | 121.65 | 6,082.5 |
| 31 | 300x16 mm | Each | 50 | 303.25 | 15,162.5 |
| 32 | 300x10 mm | Each | 50 | 130.1 | 6,505 |
| 33 | Twin rubber stopper | Each | 50 | 72.35 | 3,617.5 |
| 34 | 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 | 200 | 570.95 | 1,14,190 |
| 35 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 63 | 2,593.15 | 1,63,368.45 |
| 36 | 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 | 1000 | 117.35 | 1,17,350 |
| 37 | 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 | 10000 | 133.7 | 13,37,000 |
| 38 | 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 | 25.2 | 11,439.6 | 2,88,277.92 |
| 39 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,653.2 | 1,82,660 |
| 40 | Providing and fixing ball bearing for rolling shutters. | Each | 50 | 492.35 | 24,617.5 |
| 41 | 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 | 500 | 792.05 | 3,96,025 |
| 42 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 1200 | 614.2 | 7,37,040 |
| 43 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 800 | 195.6 | 1,56,480 |
| 44 | 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 | 2000 | 738.65 | 14,77,300 |
| 45 | Ridges plain (500 - 600mm) | Metre | 200 | 532.35 | 1,06,470 |
| 46 | Gutter (600 mm over all girth) | Metre | 100 | 1,313.7 | 1,31,370 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 333.35 | 6,66,700 |
| 48 | 1:3 (1 cement: 3 fine sand) | Sqm | 1000 | 439.25 | 4,39,250 |
| 49 | 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 | 1000 | 185.65 | 1,85,650 |
| 50 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1500 | 116.9 | 1,75,350 |
| 51 | 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 | 2000 | 171.1 | 3,42,200 |
| 52 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 176.25 | 88,125 |
| 53 | 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 | 1500 | 170.7 | 2,56,050 |
| 54 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 2000 | 36.1 | 72,200 |
| 55 | 150 mm diameter pipes | Metre | 200 | 113.8 | 22,760 |
| 56 | Two or more coats on new work | Sqm | 1500 | 155.9 | 2,33,850 |
| 57 | Two or more coats on new work | Sqm | 2000 | 146.8 | 2,93,600 |
| 58 | 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 | 1000 | 25.15 | 25,150 |
| 59 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 100 | 851.5 | 85,150 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 100 | 2,434.25 | 2,43,425 |
| 61 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 50 | 3,551.25 | 1,77,562.5 |
| 62 | In cement mortar | cum | 150 | 2,060.2 | 3,09,030 |
| 63 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 64 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 2000 | 5.65 | 11,300 |
| 65 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 100 | 56.35 | 5,635 |
| 66 | 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 | 2000 | 54.65 | 1,09,300 |
| 67 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 2000 | 263.95 | 5,27,900 |
| 68 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 70 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,648.85 | 52,977 |
| 71 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 50 | 168.35 | 8,417.5 |
| 72 | 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 | 50 | 708.95 | 35,447.5 |
| 73 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 20 | 7,979.2 | 1,59,584 |
| 74 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 5 | 18,212.9 | 91,064.5 |
| 75 | 15 mm nominal dia Pipes | Metre | 200 | 286.8 | 57,360 |
| 76 | 20 mm nominal dia Pipes | Metre | 250 | 335 | 83,750 |
| 77 | 25 mm nominal dia Pipes | Metre | 250 | 401.55 | 1,00,387.5 |
| 78 | 40 mm nominal dia Pipes | Metre | 500 | 702.95 | 3,51,475 |
| 79 | 25 mm nominal dia Pipes | Metre | 1000 | 355.4 | 3,55,400 |
| 80 | 40 mm nominal dia Pipes | Metre | 1500 | 563.05 | 8,44,575 |
| 81 | 50 mm nominal dia Pipes | Metre | 1500 | 794.25 | 11,91,375 |
| 82 | 40 mm dia nominal bore | Metre | 1000 | 617.05 | 6,17,050 |
| 83 | 50 mm dia nominal bore | Metre | 1000 | 762.15 | 7,62,150 |
| 84 | 600 mm dia pipe | Metre | 200 | 18,636.45 | 37,27,290 |
| 85 | Square shape 450 mm internal dimension | Each | 250 | 1,386.55 | 3,46,637.5 |
| 86 | Circular shape 500 mm internal diameter | Each | 250 | 1,172.6 | 2,93,150 |
| Schedule total | ₹5,41,56,735.77 | ||||
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