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Tender Value
₹34.8 Cr
EMD Value
₹69.5 L
Closing Date
8 Jun 2026, 12:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIDGE
14 conditions · 3 needing a document upload
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.
Definition Of Similar Work :- Any Civil Engineering work comprising of Construction of major bridge/ROB/RUB with PSC girder bridge.
28 conditions · 12 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure Description 1. Annexure-I(a) Details of the Works Completed by the Tenderer during the last seven years to be filled & submitted as per Annexure- I(a). 2. Annexure-I(b) Details of contractual payment received by the Tenderer during the last 3 (three) financial years including the current financial year to be filled & submitted in Annexure-I(b). 3 Annexure-II Details of Plants and Machinery with the Tenderer to be filled & submitted as per Annexure- II. 4 Annexure-III Details of Personnel and Organization of the Tenderer to be filled & submitted as per Annexure-III. 5 Annexure-IV Details of Works Presently on hand of the Tenderer to be filled & submitted as per Annexure- IV. 6 Annexure-V Details regarding Association of Railway Officer(s) with the tenderer to be filled & submitted as per Annexure- V. 7 Annexure-VI List of the Arbitration Cases of the Tenderer during last five years to be filled & submitted as per Annexure-VI. 8 Annexure- VII List of the Court Cases of the Tenderer during last Five years to be filled & submitted in Annexure- VII. 9 Annexure-VIII NEFT MANDATE FORM. All Payments to the agency (including the refund of the Bid Security of the unsuccessful bidder preferably) will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII. 10 Annexure-IX GST COMPLAINT INVOICE : To be filled & submitted as per Annexure-IX. 11 Annexure-X FORMAT FOR CERTIFICATE TO BE SUBMITTED / UPLOADED BY TENDERER ALONGWITH THE TENDER DOCUMENTS as per Annexure-X. 12. Annexure-X(A)-This certificate is to be given by attorney/authorized signatory/each member of Partnership firm/Joint Venture (JV)/Hindu Undivided Family (HUF)/Limited Liability Partnership (LLP) etc. 13. Annexure-XI LETTER OF CREDIT: To be filled & submitted as per Annexure-XI. 14.Annexure-XII BID SECURITY: Bank Guarantee Bond from any scheduled commercial bank of India to be filled & submitted as per Annexure-XII. 15.Annexure-XIII Annual Contractual Turnover Data for the Previous 3/4 Years (Contractual Payment only) to be filled & submitted as per Annexure-XIII. 16. Annexure- XIV TENDER FORM (FIRST SHEET)- Tender Form (First Sheet) to be filled & submitted as per Annexure- XIV. 17.Annexure-XV TENDERER'S CREDENTIALS (BID CAPACITY) to be submitted as per Annexure-XV. (This annexure will be applicable, if tender having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity)
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.
Open tender for Asansol Division- (i).Regirdering, jacketing & protection work along with other ancillary works of Br.No.2 (Span 2 X24.689m) in between SCN1-TOP section under AEN/BRL/ASN. (ii). Replacement of steel girder of Bridge no. 35(4x12.2m) in BBI Loop by RCC slab along with other ancillary work (iii). Replacement of steel girder of Bridge no. 53D (2 X 12.2m) in BBI Loop by RCC slab along with other ancillary work (iv). Repalcement of BGML Girder, jacketing and protection work along with other ancillary work of BR.No.3 in between SCN1-TOP in section under AEN/BRL/ASN and (v). Replacement and renovation of PSC girder for Bridge no.20 and protection work alongwith other ancillary works at UDL under AEN/1/UDL in the jurisdiction of DEN/4/ASN.
O-AC-T-28-26-27
O-AC-T-28-26-27
Open
Works - General
24 Months
Paschim Bardhaman, West Bengal
₹0
₹69.5 L
8 Jun 2026
15 May 2026
25 May 2026
160 items across 4 schedules · ₹34,75,35,554.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Plastering with applying up to 6.0mm thick as protective coat to the HTS strands on either end of slab with the following composition. Araldite GY 257-100 parts hardener HY 140,50 parts and SILICA flour 200 parts ( If renamed of this meterials in future then necessary certificate has to be produced from manufacturer got it approved from competent authority before utilisation of the materials) by weight with all contractor's materials, labours, tools plants etc. complte Railway specification and as directed by the Engineer in charge at site | Sqm | 335.00 | 5,501.72 | 18,43,076.2 |
| 2 | Various testing in connection with concrete slab casting - (i) Concrete cube testing for compressive strength (The unit of this item will be Per sample i.e. 03 nos. of cube) | Per Test | 380.00 | 886.83 | 3,36,995.4 |
| 3 | Various testing in connection with concrete slab casting - ii) Permeability test of concrete | Per Test | 40.00 | 2,821.39 | 1,12,855.6 |
| 4 | Various testing in connection with concrete slab casting - iii). Relaxition test of HTS cable | Per Test | 10.00 | 18,339.02 | 1,83,390.2 |
| 5 | Dismantling , taking out existing steel structure as per instruction of Site-Engineer/as per approved Drawing. Work will be carried out with/without traffic block. The rate includes contractor's main, tools, plants, consumable stores (Oxygen & LPG loaded cylinders e t c . ) , transporting materials to BESY with loading, unloading all lead & lift, crossing of railway track etc .Payment of dismantling qty.will be made as per weighment slip of BESY. | MT | 295.00 | 21,218.46 | 62,59,445.7 |
| 6 | Hiring of 5 KV generator set including fuels, lubricating oils, operation and maintenance including operator, cable, lighting arrangement with sufficient nos. o f 500 watt halogen light, 2nos. point fixing complete to walls/temporary post in all respect. | Hour | 304.00 | 485.62 | 1,47,628.48 |
| 7 | Fabrication , manufacture, supply of galvanized H-beam steel sleepers made out of the materials as per the specifications given and as per the approved PCE's drawing /RDSO's standard | Set | 94.00 | 27,909.04 | 26,23,449.76 |
| drawing with latest amendments, fixing on the nominated girder bridges with spacing as per IRPWM-2020 with updated Correction slips or as per the instruction of Engineer- In -charge including supply, galvanized, zero toe load fastening as per latest approved drawing, MS canted base plate, special liners, rail pad with embedded steel plate, Elastic rail clip , elastomeric pads /rubber pads, hook bolts with nut & spring washer, split pin etc. including welding , riveting /drilling holes wherever necessary with all contractors' labour , tools, plants, m a c h i n e r y , transportations to bridge site with loading/unloading crossing of railway track (s) with all lead, lift etc. as per requirement to carry out the work complete in all respect as a job and as directed by the Engineer in-charge. Note: - i) ISHB-200 sleepers should be made of standard rolled section confirming to IS:2062, Quality-B0 Grade : E 250 beams and MS plates confirming to IS:2062 Quality-B0 Grade : E 250. ii)Hot dip Galvanizing to be done as IS:4759 after welding M S packing plates to H-beam sleepers .iii) The elastomeric pads of steel sleepers shall be procured from RDSO approved sources only and shall be inspected & passed by RDSO /RITES, the list of RDSO approved firms can be ascertained at the time of excution. iv)The fittings of H-beam steel sleepers shall be inspected by RDSO/RITES. Contractor will have to arrange for all inspection/testing at their own cost. v. Payment Stage: Cumulative Payment for this Item will be made in stages as per following proportion: a) After fabrication and passing of H-beam sleepers including complete fittings by RDSO/Rites/ Inspecting agency (as per provision) & transportation near erection/fixing site - 70% of accepted rate. (b) After Assembling/erection/Fixing on Girder with required alignment complete in all respect with satisfaction of Engineer - remaining 30% of accepted rate. c) Stage payments are provisional payments only to fecilitate the contractor's cash flow. Final payment will be subject to adjustment of deficiencies/ losses in materials, after successful completion of work as per drawing and upto satisfaction of Railway. vi. payment will be made seperatly under Sch-B (item no. 041080) for Packing plates which will be fixed/weld under sleeper as per requirement of Girders. vii. Deduction @ Rs 2000/H-Beam | — | — | — | — | |
| 8 | sleeper, will be made for not fixing of extra spare H- Beam sleepers including ""Supply and fittings fixing on of new 6 girders mm thick . (excluding bead height) chequered plate conforming to IS: 3502 with specified stainless steel base metal conforming to IS: 6911-2017, ISS symbol grade designation 409M. The stainless- steel base material should be hot rolled, annealed and pickled and mill test certificates by manufacturer should be submitted in support of above along with the material. The rate is inclusive of supplying the chequered plate, testing at third party laboratory if ordered, all wastages, cutting to size as per drawing, drilling of holes, fixing with matching stainless-steel fasteners, all lead and lift, labor and fitting over railway sleepers, pathway or any other locations, etc i.e. complete in all respect as directed by Engineer in Charge.Measurements will be done by measuring area of chequered plate in completed work in square meter. No deduction for holes as per approved drawings is to be made." | Sqm | 75.00 | 9,702.25 | 7,27,668.75 |
| 9 | Transporting of C.C.Crib/ Slab or any other heavy materials including loading and unloading of the materials with contractor's men, tools and plants etc from SSE/BR/STN,s store or any other railway workshop to worksite or back. | MT-Km | 3366.00 | 60.28 | 2,02,902.48 |
| 10 | Assembling/erection/ placing of C.C Cribs staging. (CC. Crib will be supplied by Railway free of Cost at Railway store) | MT | 37.40 | 1,463.95 | 54,751.73 |
| 11 | Supply of 10 mm thick commercial felt dipped in coal tar (Squeezed to 3 mm thick under load) including placing and fixing of the same below the bed plates during traffic block at the lifted condition of the existing / new girder. | Sqm | 3.60 | 953.16 | 3,431.38 |
| 12 | Supplying and application of levelling coarse with epoxy morter of Dr fixit pedigrount EG-3 of M/s Pidilite Industry Ltd/ Sikadur 53 or similar of minimum thinckness 25 mm to provide even bed for fixing bed plate. | Sqm | 3.60 | 20,746.2 | 74,686.32 |
| 13 | Shifting of all assembled girder over C.C. Crib stagging near pier/abutment/Launching site from w h e r e crane will work for launching. Temporary road to be constructed for crane working by boulder crating over river bed parallel to Railway track, if required. The rate includes lifting of assembled girder by road crane of proper capacity & jib length, travelling and placing the same over C.C. Crib staging on river bed/launching site to facilitate the crane working. The rate also includes earth work in excavation at cess, earth work in filling for dressing, digging of sand at river bed, providing wooden base for C.C. Crib staging, lifting of C.C. Crib, making C.C. Crib staging with all tools & plants, materials like bolts, nuts & washer, labours, etc. required to complete the work in all respect. CC crib will be supplied by railway from STN/Store, which to & fro transportation cost will be borne by contractor itself. | Job | 1.00 | 24,51,323.89 | 24,51,323.89 |
| 14 | "Casting up to 12.2 m long PSC-A slab as per RDSO drawing No - RDSO/B-10289(GAD), RDSO/B- 10289/1(structural) and letest amendment time to time with ready mix concrete conforming to IS; 4926 of M-55 grade [Mix design design is to be submitted by the contractor and get approved by Railway before starting the work as well as during execution when necessary] with contractor labour, material [Stone aggregates, coarse sand,potable water, cement, admixtures to be approved by Engineer in charge] Tools,equipments, sufficiant number of shutter and needle vibrators, engraving on each unit with date of casting, name of depot, span, RDSO/CE's drawing No.etc., plants, road crane, other machinary etc. required to complete this work, all consumables , designing supplying and making all temporary works and steel form work etc. complete in all respect. Curing with potable water will be done for 28 days by ensuring continous wetting. The rate includes the cost of cement and all other material including GI binding wire but will exclude the cost of pre stressing strands and reinforcing steel. The rate will also include the charges for pre stressing of HTS stands at stress frame using suitable anchorite wedges and barrels with the help of hydraulic jack and pump with contractor labour or with any other suitable system of pre stressing with all labour, material, tools, equipments, plants, machinery, consumables and kind off oil required to complete in all respect as per RDSO/CE approved drawing and as per instruction of Engineer in charge etc. Concreting to be done as per IS: 456-2000. The ends of strands will be given a coat of epoxy based anti corrosive paint as aproved by Engineer in charge. Note: The rate will include the cost of GI wire and all activities excluding stress frame and the cost of pre stressing steel/reinforcing steel. " | cum | 1637.71 | 22,084.83 | 3,61,68,546.94 |
| 15 | Casting of RCC bridge slabs up to 12.2m span with ready mix concrete of M35 grade conforming to IS: 4926 (Mix design to be submitted by the contractor and get approved by the Railway before starting the work as well as during execution ) of various spans ( up to 12.2m clear span ) as per RDSO /CE drawing with contractor labour ,materials, (stone aggregates, coarse sand , cement , admixture ,potable water ) ,tools equipments,sufficient number of shutter and needle vibrators as applicable , plants, machinery, consumables . handling the slabs by road crane for curing if necessary , supplying ,designing and making all temporary works and steel form works etc complete in all respect . The rate also includes mix. design , making , placing and compacting of concrete with sufficient members of shutter and needle vibrators, engraving on each unit with date of casting , name of depot, span, RDSO/CE drawing No.etc. concrete to be done as per IS:456-2000. Minimum 28 days curing will be ensured with potable water by continous wetting.Note: The rate will include the cost of GI wire and all activities but will exclude the cost of reinforcing steel. | cum | 655.41 | 19,092.19 | 1,25,13,212.25 |
| 16 | Transporation of pre cast RCC/PSC slabs of various spans within Eastern Railway by Trailler / heavy duty truck from casting yeard from bridge site/nearest level crossing gate/Railway station as directed by the site in charge including shifting, loading of slabs at casting yeard and unloading at bridge site/location near bridge site/station yeard as instructed by Engineer in charge at site. The rate includes all labour, machinery,cranes, equipment for shifting loading, unloading of slabs etc. complete in all respect.payment will be done as per the actual distance by Rail track. Shortest route will be preferred above 50 KM. and up to 250 KM. | MT | 5846.08 | 2,912.36 | 1,70,25,889.55 |
| 17 | Diamond cutting of PSC girders along with deck /piers/any structural members etc.including all tools & plants ,eqipments , fuel, hiring charges of machineries , labourrs , incidental charges all consumables & other accessories to complete the work in all respect The rate is inclusive of all drilling /core cutting works for passage of diamond wire & crane sling to complete the work in all aspect . All lead, lift, ascent, descent & crossing tracks are also included in this item. | Sqm | 132.00 | 57,610.63 | 76,04,603.16 |
| 18 | Transporation of pre cast RCC/PSC slabs of various spans at different laocations Kolkata to Br. No.-35 in BBI loop section of Eastern Railway by Trailer/ heavy duty truck from casting yard to bridge site / nearest level crossing gate/Railway station or as directed by the site in charge including shifting, loading of slabs at casting yard and unloading at bridge site/loaction near bridge site/station yard or as instructed by Engineer in charge at site. The rate includes all labour,machinery, cranes, equipment for shifting loading, unloading of slab etc complite in all respect. Payment will be done as per the actual distance by Rail track Shortest route will be prefered. Note: Distance will be measured as per Railway track KM i.e. from Howrah to place of unloading (bridge site/nearest Level crossing gate/Railway Station) Distance from casting yard at Majerhat to Howrah station (i.e. 13 KM approx) will be added to arrive the total distance. (i) From 'Zero' KM to 250KM | MT | 1373.00 | 2,902.41 | 39,85,008.93 |
| 19 | Transporation of pre cast RCC/PSC slabs of various spans at different laocations Kolkata to Br. No.-35 in BBI loop section of Eastern Railway by Trailer/ heavy duty truck from casting yard to bridge site / nearest level crossing gate/Railway station or as directed by the site in charge including shifting, loading of slabs at casting yard and unloading at bridge site/loaction near bridge site/station yard or as instructed by Engineer in charge at site. The rate includes all labour,machinery, cranes, equipment for shifting loading, unloading of slab etc complite in all respect. Payment will be done as per the actual distance by Rail track Shortest route will be prefered. Note: Distance will be measured as per Railway track KM i.e. from Howrah to place of unloading (bridge site/nearest Level crossing gate/Railway Station) Distance from casting yard at Majerhat to Howrah station (i.e. 13 KM approx) will be added to arrive the total distance. (ii) Extra Above 250 KM | MT | 1373.00 | 322.48 | 4,42,765.04 |
| Schedule total | ₹9,27,61,631.76 | ||||
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