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Tender Value
Refer Docs
EMD Value
₹6.1 L
Closing Date
11 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote their rates considering the latest GST rate.
(i) Canning-Proposal for additional stabling line at Canning station. (ii) At Diamond Harbour- Provision of additional stabling line (CSR length 275 m) beside the platform no. 3.
TN-148-26-27~ER
TN-148-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹6.1 L
20 Aug 2026
20 Aug 2026
28 Aug 2026
211 items across 5 schedules · ₹1,20,27,946.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum-km | 2060 | 18.53 | 38,171.8 |
| 2 | Beyond 10 km upto 20 km per km | cum-km | 2060 | 15.08 | 31,064.8 |
| 3 | All kinds of soil. | cum | — | 920 260.3 | 2,39,476 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | — | 150 215.6 | 32,340 |
| 5 | 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 | — | 736 196 | 1,44,256 |
| 6 | 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 | 7000 | 700.5 | 49,03,500 |
| 7 | All kinds of soil | Sqm | 2750 | 34.15 | 93,912.5 |
| 8 | 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 | — | 850 17.6 | 14,960 |
| 9 | 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 | — | 18 8340.85 | 1,50,135.3 |
| 10 | 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 | — | 14 7878.5 | 1,10,299 |
| 11 | 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 | — | 246 7294.7 | 17,94,496.2 |
| 12 | 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 | — | 5 10105.1 | 50,525.5 |
| 13 | 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 | — | 35 8726.85 | 3,05,439.75 |
| 14 | 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 | — | 13 9045.75 | 1,17,594.75 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 175 392.15 | 68,626.25 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | — | 720 842.5 | 6,06,600 |
| 17 | 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 | — | 4 10585.9 | 42,343.6 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18100 | 107.85 | 19,52,085 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | — | 100 107.85 | 10,785 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 5 9504.75 | 47,523.75 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | — | 153 9655.7 | 14,77,322.1 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 5 9860.4 | 49,302 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | — | 100 733.5 | 73,350 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 731 7132.25 | 52,13,674.75 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 13 9105.95 | 1,18,377.35 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | — | 20 1123.8 | 22,476 |
| 27 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | — | 80 238.35 | 19,068 |
| 28 | 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 | — | 20 570.95 | 11,419 |
| 29 | 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 | — | 8 3720.75 | 29,766 |
| 30 | 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 | — | 250 117.35 | 29,337.5 |
| 31 | 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 | — | 450 133.7 | 60,165 |
| 32 | 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 | — | 2.5 11439.6 | 28,599 |
| 33 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | — | 4 5804.35 | 23,217.4 |
| 34 | 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 | — | 5 792.05 | 3,960.25 |
| 35 | Ordinary cement without any pigment | Sqm | — | 990 1056.35 | 10,45,786.5 |
| 36 | 110 mm diameter | Metre | — | 100 377.4 | 37,740 |
| 37 | 110 mm | Each | — | 20 136.15 | 2,723 |
| 38 | 110x110x110 mm | Each | — | 20 234.15 | 4,683 |
| 39 | 110 mm bend | Each | — | 10 150.35 | 1,503.5 |
| 40 | 110 mm Shoe | Each | — | 10 131.85 | 1,318.5 |
| 41 | 110 mm | Each | — | 10 371.3 | 3,713 |
| 42 | 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 | — | 60 738.65 | 44,319 |
| 43 | Gutter (600 mm over all girth) | Metre | — | 12 1313.7 | 15,764.4 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | — | 550 333.35 | 1,83,342.5 |
| 45 | 1:6 (1 cement: 6 coarse sand) | Sqm | — | 50 395.35 | 19,767.5 |
| 46 | 1:3 (1 cement: 3 fine sand) | Sqm | — | 106 439.25 | 46,560.5 |
| 47 | 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 | — | 550 160.6 | 88,330 |
| 48 | Two or more coats on new work | Sqm | — | 100 155.9 | 15,590 |
| 49 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 5000 | 6.15 | 30,750 |
| 50 | One or more coats on old work | Sqm | — | 200 96 | 19,200 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | — | 60 2434.25 | 1,46,055 |
| 52 | 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 | — | 65 3551.25 | 2,30,831.25 |
| 53 | In mud mortar | cum | — | 90 704.9 | 63,441 |
| 54 | In cement mortar | cum | — | 50 2060.2 | 1,03,010 |
| 55 | 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 | — | 250 263.95 | 65,987.5 |
| 56 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | — | 40 644.05 | 25,762 |
| 57 | Overhead informatory road signage | Sqm | — | 5 5879.9 | 29,399.5 |
| 58 | 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). | cum | — | 175 9823.8 | 17,19,165 |
| 59 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 10 125.6 | 1,256 |
| 60 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | — | 25 112.8 | 2,820 |
| 61 | 300 mm dia | Metre | — | 90 707.75 | 63,697.5 |
| 62 | 300 mm dia | Metre | — | 60 825.7 | 49,542 |
| 63 | 100 mm nominal size dia | Metre | — | 60 672.3 | 40,338 |
| 64 | 150 mm nominal size dia | Metre | — | 50 793.25 | 39,662.5 |
| 65 | 100 mm nominal size dia | Metre | — | 30 686.55 | 20,596.5 |
| 66 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | — | 8 2024.5 | 16,196 |
| 67 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | — | 27 1085.05 | 29,296.35 |
| 68 | 100 mm dia | Each | — | 20 224.1 | 4,482 |
| 69 | 150 mm clamp | Each | — | 1 2019.05 | 2,019.05 |
| 70 | 100 mm dia | Each | — | 1 265.1 | 265.1 |
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GCC ACS 11
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf GCS 12
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