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Tender Value
₹5.1 Cr
EMD Value
₹4.1 L
Closing Date
7 Apr 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.
Platform at Dakshineswar platform 1 and platform 2 can be extended to 600 meter.
TN-195-25-26
TN-195-25-26
Open
Works - General
9 Months
Kolkata, West Bengal
₹0
₹4.1 L
7 Apr 2026
11 Mar 2026
24 Mar 2026
39 items across 1 schedule · ₹5,96,45,832.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum- km | 2709 | 19.35 | 52,419.15 |
| 2 | Beyond 10 km upto 20 km per km | cum- km | 2709 | 15.78 | 42,748.02 |
| 3 | Beyond 20 km per addl. km | cum- km | 27090 | 12.73 | 3,44,855.7 |
| 4 | All kinds of soil. | cum | 2740.45 | 286.85 | 7,86,098.08 |
| 5 | 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 | 300 | 253.95 | 76,185 |
| 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 | 2709 | 368.65 | 9,98,672.85 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 2552.4 | 2,161.2 | 55,16,246.88 |
| 8 | 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 | 1051.67 | 7,365.15 | 77,45,707.3 |
| 9 | 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 | 60.2 | 9,277.75 | 5,58,520.55 |
| 10 | 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 | 270.9 | 8,364.2 | 22,65,861.78 |
| 11 | 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 | 30 | 10,185.05 | 3,05,551.5 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1967 | 307.95 | 6,05,737.65 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1560 | 669.55 | 10,44,498 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 57270.67 | 89.65 | 51,34,315.57 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 51000 | 89.65 | 45,72,150 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 360 | 8,825.35 | 31,77,126 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 480 | 10,477.75 | 50,29,320 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 228 | 688.45 | 1,56,966.6 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 903 | 6,658.25 | 60,12,399.75 |
| 20 | With F.P.S.(non modular) bricks | cum | 394.51 | 8,030.6 | 31,68,152.01 |
| 21 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 45 | 8,512.1 | 3,83,044.5 |
| 22 | 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 | 120 | 111.95 | 13,434 |
| 23 | 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 | 75 | 733.3 | 54,997.5 |
| 24 | Light shade pigment using white cement | Sqm | 361.2 | 1,233.05 | 4,45,377.66 |
| 25 | 25 mm thick | Sqm | 361.2 | 1,706.6 | 6,16,423.92 |
| 26 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1204 | 294.35 | 3,54,397.4 |
| 27 | 1:4 (1 cement: 4 coarse sand) | Sqm | 300 | 354.5 | 1,06,350 |
| 28 | 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 | 1740 | 166.85 | 2,90,319 |
| 29 | 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 | 6 | 140.05 | 840.3 |
| 30 | 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 | 903 | 20.85 | 18,827.55 |
| 31 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 401.33 | 2,007.1 | 8,05,509.44 |
| 32 | 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 | 401.33 | 2,928.1 | 11,75,134.37 |
| 33 | In cement mortar | cum | 602 | 1,698.45 | 10,22,466.9 |
| 34 | For thickness of tiles 10 mm to 25 mm | Sqm | 602 | 60.5 | 36,421 |
| 35 | 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 | 481.24 | 45.05 | 21,679.86 |
| 36 | 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 | 1806 | 180.5 | 3,25,983 |
| 37 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 60 | 303.65 | 18,219 |
| 38 | 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 | 602 | 8,277.55 | 49,83,085.1 |
| 39 | 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 | 802.67 | 1,719 | 13,79,789.73 |
| Schedule total | ₹5,96,45,832.62 | ||||
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nit.pdf
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Annexure-B-LOC.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf
ATTACHMENT
annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
ATTACHMENT
JPODIGGING.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
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