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Tender Value
₹8.5 Cr
EMD Value
₹17.0 L
Closing Date
16 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN/BRIDGE
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 TENDER WILL BE - ANY CIVIL ENGINEERING WORK CONSISTING OF FABRICATION/ ERECTION/LAUNCHING OF STEEL GIRDER OR STEEL FOB (3M WIDE AND ABOVE UNDER RUNNING RAIL TRAFFIC) OR WORK OF WORKSHOP INVOLVING STEEL GANTRY BAY/OVERHEAD CRANE vide PCE/ER/KKK letter no.W(2)623/25/Vol.X(SNW) dated 14.05.2024
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.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CE-I/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
Provision for Re-girdering of Bridge No.B/7 in Ballygunge-Budge Budge section of Sealdah Division.
TN-177-26-27~ER
TN-177-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹17.0 L
21 Sept 2026
21 Sept 2026
2 Oct 2026
59 items across 2 schedules · ₹1,58,48,771.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 25.00 | 210.35 | 5,258.75 |
| 2 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 20.00 | 2,694.58 | 53,891.6 |
| 3 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 2.00 | 2,783.22 | 5,566.44 |
| 4 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 40.00 | 756.62 | 30,264.8 |
| 5 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 7.00 | 7,686.17 | 53,803.19 |
| 6 | Thermo-Mechanically Treated bars of grade Fe- 500D or more of approved brands/makes. | Kg | 1000.00 | 98.07 | 98,070 |
| 7 | On new girder during fabrication | Sqm | 4500.00 | 787.4 | 35,43,300 |
| 8 | With epoxy concrete grouting. | Kg | 100.00 | 135.37 | 13,537 |
| 9 | Supplying, Fabricating and fixing access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. | MT | 70.00 | 1,08,086.64 | 75,66,064.8 |
| 10 | With two coats of Aluminium paint in dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. | Sqm | 600.00 | 95.07 | 57,042 |
| 11 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 20.00 | 1,278.23 | 25,564.6 |
| 12 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm | 20.00 | 1,747.24 | 34,944.8 |
| 13 | On Cess | Each | 60.00 | 352.1 | 21,126 |
| 14 | In-situ situation | Each | 60.00 | 534.67 | 32,080.2 |
| 15 | Hole of dia. 26.5mm and above | Each | 120.00 | 304.48 | 36,537.6 |
| 16 | Rail section of 52Kg and above | Each | 120.00 | 163.69 | 19,642.8 |
| 17 | For average lead up to 50m and lift up to 5m | cum | 20.00 | 110.76 | 2,215.2 |
| 18 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 1800.00 | 212.73 | 3,82,914 |
| 19 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 1200.00 | 33.04 | 39,648 |
| 20 | Linking of track on Girder Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 120.00 | 654.59 | 78,550.8 |
| 21 | For PSC Sleeper | TRM | 900.00 | 106.3 | 95,670 |
| 22 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 900.00 | 163.7 | 1,47,330 |
| 23 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 20.00 | 127.66 | 2,553.2 |
| 24 | For lead up to 500 metre. | MT | 20.00 | 455.32 | 9,106.4 |
| 25 | For lead beyond 500 metre and up to 1 Km. | MT | 20.00 | 587.97 | 11,759.4 |
| 26 | For lead up to 500m | MT | 20.00 | 515.42 | 10,308.4 |
| 27 | For lead beyond 500 metre and up to 1 Km | MT | 20.00 | 750.6 | 15,012 |
| 28 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 9.00 | 95.66 | 860.94 |
| 29 | Lead up to 5 Km | MT | 9.00 | 193.12 | 1,738.08 |
| 30 | Lead beyond 5 Km and up to 10 km | MT | 9.00 | 236.04 | 2,124.36 |
| 31 | Lead beyond 10 Km and up to 20 km | MT | 9.00 | 294.29 | 2,648.61 |
| 32 | Lead beyond 20 Km and up to 30 km | MT | 9.00 | 365.05 | 3,285.45 |
| 33 | Lead beyond 30 Km and up to 50 km | MT | 9.00 | 463.07 | 4,167.63 |
| 34 | Lead up to 5 Km | MT | 20.00 | 55.91 | 1,118.2 |
| 35 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 98.82 | 1,976.4 |
| 36 | Lead beyond 10 Km and up to 20 km | MT | 20.00 | 157.08 | 3,141.6 |
| 37 | Lead beyond 20 Km and up to 30 km | MT | 20.00 | 227.84 | 4,556.8 |
| 38 | Lead beyond 30 Km and up to 50 km | MT | 20.00 | 325.85 | 6,517 |
| 39 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 20.00 | 444.82 | 8,896.4 |
| 40 | P.Way fittings of all types and other similar loose items | MT | 9.00 | 460.41 | 4,143.69 |
| 41 | Under Traffic Block Conditions | TRM | 180.00 | 516.98 | 93,056.4 |
| 42 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 60.00 | 848.77 | 50,926.2 |
| 43 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 3.00 | 5,011.69 | 15,035.07 |
| 44 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 3.00 | 4,349.19 | 13,047.57 |
| 45 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 3.00 | 2,423.01 | 7,269.03 |
| 46 | Anti-Skid Stainless Steel chequered plate conforming to latest IS: 6911, ISS Symbol 409 M, minimum 6mm thick (excluding bead height) with flat bottom and top pattern conforming to IS: 3502, 1A with bead height of minimum 0.8 mm - on New Bridges as per RDSO drawings. | Kg | 7500.00 | 171.29 | 12,84,675 |
| 47 | Tightening of steel channel sleeper fittings i.e. hook bolts, running rails bolts, guard rail bolts on girder bridges with contractor labour tools, plants etc., including oiling, greasing of fittings complete and as directed by engineer in charge. Note: Before execution of work specific approval of ADEN to be obtained by duly indicating the locations with specific reasons along with date of last tightening done. | Sleeper | 450.00 | 44.49 | 20,020.5 |
| 48 | Galvanisation of Railway's Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629- 1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot- dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. | MT | 70.00 | 26,105.22 | 18,27,365.4 |
| 49 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 940.74 | 94,074 |
| 50 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 500.00 | 12.73 | 6,365 |
| Schedule total | ₹1,58,48,771.31 | ||||
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nit.pdf
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IRStandardGCC2022AdvanceCorrectionSlipNo11.pdf
ATTACHMENT
Regirderingspecialconditionforthework.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
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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
Annexure-B-LOC.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
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JPODIGGING.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
IRStandardGCC2022AdvanceCorrectionSlipNo12.pdf
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