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Tender Value
₹7.6 Cr
EMD Value
₹5.3 L
Closing Date
10 Feb 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- 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.
[i] Platform extension at island platform no. 2/3 and island platform no. 4/5 at Naihati. [ii] Platform extension of platform no. 4 and platform no. 3 at Barrackpore.
TN-174-25-26~ER
TN-174-25-26
Open
Works - General
6 Months
Kolkata, West Bengal
₹0
₹5.3 L
10 Feb 2026
17 Jan 2026
27 Jan 2026
73 items across 1 schedule · ₹8,87,07,789.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum- km | 4635 | 19.35 | 89,687.25 |
| 2 | Beyond 10 km upto 20 km per km | cum- km | 4635 | 15.78 | 73,140.3 |
| 3 | Beyond 20 km per addl. km | cum- km | 46350 | 12.73 | 5,90,035.5 |
| 4 | 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 | 12.83 | 411.3 | 5,276.98 |
| 5 | All kinds of soil. | cum | 2358.25 | 286.85 | 6,76,464.01 |
| 6 | Depth not exceeding 1.5 m | Sqm | 16.8 | 132.9 | 2,232.72 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 152.28 | 253.95 | 38,671.51 |
| 8 | 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 | 4635 | 368.65 | 17,08,692.75 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 4326 | 2,161.2 | 93,49,351.2 |
| 10 | 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 | 30 | 14.5 | 435 |
| 11 | 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 | 1374.36 | 7,365.15 | 1,01,22,367.55 |
| 12 | 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 | 2.37 | 6,833.4 | 16,195.16 |
| 13 | 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 | 103 | 9,277.75 | 9,55,608.25 |
| 14 | 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 | 12 | 452.25 | 5,427 |
| 15 | 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 | 662.39 | 8,364.2 | 55,40,362.44 |
| 16 | 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 | 4.05 | 10,185.05 | 41,249.45 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 3910.4 | 307.95 | 12,04,207.68 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 12 | 766.55 | 9,198.6 |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 3.9 | 608.35 | 2,372.57 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.85 | 814.95 | 4,767.46 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 51991.15 | 89.65 | 46,61,006.6 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 438.52 | 89.65 | 39,313.32 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1548.33 | 6,658.25 | 1,03,09,168.22 |
| 24 | With F.P.S.(non modular) bricks | cum | 587 | 8,030.6 | 47,13,962.2 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 254.98 | 8,288.35 | 21,13,363.48 |
| 26 | cum | 9.98 | 142 | 1,417.16 | |
| 27 | Sal wood | cum | .05 | 1,06,720.85 | 5,336.04 |
| 28 | 30 mm thick shutters | Sqm | 2.31 | 2,333.5 | 5,390.39 |
| 29 | Fixed to steel windows by welding | Kg | 84.6 | 181 | 15,312.6 |
| 30 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 3.6 | 1,277.65 | 4,599.54 |
| 31 | 100x75x3.50 mm | Each | 3 | 52.4 | 157.2 |
| 32 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 1 | 856.3 | 856.3 |
| 33 | 300x16 mm | Each | 1 | 260.3 | 260.3 |
| 34 | 150x10 mm | Each | 1 | 75.55 | 75.55 |
| 35 | 125 mm | Each | 2 | 60.05 | 120.1 |
| 36 | Single rubber stopper | Each | 1 | 35.5 | 35.5 |
| 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 | 128100 | 111.95 | 1,43,40,795 |
| 38 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 2.52 | 4,781.15 | 12,048.5 |
| 39 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 7320 | 88.5 | 6,47,820 |
| 40 | 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 local sand, with common burnt clay non modular bricks. | Sqm | 21.05 | 733.3 | 15,435.97 |
| 41 | Light shade pigment using white cement | Sqm | 1054 | 1,233.05 | 12,99,634.7 |
| 42 | 25 mm thick | Sqm | 630 | 1,706.6 | 10,75,158 |
| 43 | 110 mm diameter | Metre | 176 | 319.75 | 56,276 |
| 44 | 110 mm | Each | 12 | 119.95 | 1,439.4 |
| 45 | 110 mm bend | Each | 128 | 132 | 16,896 |
| 46 | 110 mm Shoe | Each | 4 | 115.95 | 463.8 |
| 47 | 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. | Sqm | 2198 | 936.7 | 20,58,866.6 |
| 48 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2105.5 | 294.35 | 6,19,753.93 |
| 49 | 1:6 (1 cement: 6 coarse sand) | Sqm | 40.63 | 339.1 | 13,777.63 |
| 50 | 1:3 (1 cement: 3 fine sand) | Sqm | 8.4 | 374.15 | 3,142.86 |
| 51 | 1:3 (1 cement : 3 fine sand) | Sqm | 10 | 253.05 | 2,530.5 |
| 52 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 50.63 | 214.3 | 10,850.01 |
| 53 | Two or more coats on new work | Sqm | 50.63 | 92.75 | 4,695.93 |
| 54 | Water thinnable cement primer | Sqm | 50.63 | 64.45 | 3,263.1 |
| 55 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 45.5 | 166.85 | 7,591.68 |
| 56 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 1200 | 158.95 | 1,90,740 |
| 57 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 2000 | 55.5 | 1,11,000 |
| 58 | Two or more coats on new work | Sqm | 3.6 | 131.45 | 473.22 |
| 59 | Two or more coats on new work | Sqm | 3000 | 121.45 | 3,64,350 |
| 60 | 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 | 960 | 20.85 | 20,016 |
| 61 | One or more coats on old work | Sqm | 2000 | 79.4 | 1,58,800 |
| 62 | One or more coats on old work | Sqm | 800 | 50.6 | 40,480 |
| 63 | 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 | 1000 | 94.15 | 94,150 |
| 64 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 567 | 2,007.1 | 11,38,025.7 |
| 65 | 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 | 557 | 2,928.1 | 16,30,951.7 |
| 66 | In cement mortar | cum | 818 | 1,698.45 | 13,89,332.1 |
| 67 | For thickness of tiles 10 mm to 25 mm | Sqm | 1030 | 60.5 | 62,315 |
| 68 | 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 | 824 | 45.05 | 37,121.2 |
| 69 | 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 earthwith lead upto 50 metres. | Sqm | 2970 | 180.5 | 5,36,085 |
| 70 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 1030 | 8,277.55 | 85,25,876.5 |
| 71 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 1105 | 1,719 | 18,99,495 |
| 72 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 14 | 433.95 | 6,075.3 |
| 73 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 5.83 | 1,019.8 | 5,945.43 |
| Schedule total | ₹8,87,07,789.64 | ||||
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Annexure-B-LOC.pdf
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Cesscharge.pdf
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
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SHRAMIKKALYAN.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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annexureVIBcontractualturnoverdata.pdf
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annexureVIABidsecurity.pdf
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Annexure--I_a_I_b_IIIII-TechComp.pdf
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