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Tender Value
₹193.4 Cr
EMD Value
₹3.9 Cr
Closing Date
12 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CE/CON
14 conditions · 3 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of GCC 2022. 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.
Technical Eligibility Criteria as per Clause 10.1 of GCC 2022. The tenderer must have successfully completed or substantially completed any of the following (From Govt. Organization) during last 07(seven) years ending last day of the month previous to the one in which tender is invited. 3 (Three) similar works each costing not less than the amount equal to 30% of advertised value of the tender, Or 2 (two) similar works each costing not less than the amount equal to 40% of advertised value of the tender, Or 1 (one) similar work each costing not less than the amount equal to 60% of advertised value of the tender. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs. 500 Crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificate. In case tenderer submits work experience certificate issued by public listed company, the tender shall also submit a long with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company, in support of above work experience certificate.
Defining similar nature of work proposed as under: "Any Civil Engineering work comprising the construction of Road Over Bridges (ROB)/ Rail over Rail Bridge/ Major bridges/ Flyovers including both substructure and superstructure, with the following attributes: Superstructure: Construction involving Steel-Concrete Composite Girders/ Open Web Girders/ BowString Girders & PSC Girders. Substructure: Construction involving foundations (either Open foundation or pile or well foundations) for at least one 12.2 m span."
32 conditions · 16 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.
Prebid meeting will be held on 23.04.2026 at 12.30 PM. Prebid link is as follow: https://meet.google.com/rsw-bxtt-oat
Notes for all schedules: Standard Schedule of Rates (SSOR) Items: Any item of work carried out by the Contractor on the instructions of the Engineer which is not included in the accepted Bill(s) of Quantities but figures in the Standard Schedule of Rates (SSOR), shall be executed at the rates set forth in the "Standard Schedule of Rates (SSOR)" modified by the tender percentage as accepted in the contract for that chapter of Standard Schedule of Rates (SSOR). However, the cumulative value of all such extra item(s) together (modified by the respective tender percentage) shall not exceed 10 % of the original contract value.
Option of Payment through Letter of Credit (L.C.): Tenderer(s) may submit option for taking payment through Letter of Credit (L.C.). [Refer para 7.1 of tender document].
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as under: The conversion rate of US Dollars into Rupees shall be the daily representative exchange rates published by the Reserve Bank of India for the relevant date. Where, relevant date shall be as on the last day of month previous to the one in which tender is invited. In case of any other currency, the same shall first be converted to US Dollars as on the last day of month previous to the one in which tender is invited, and the amount so derived in US Dollars shall be converted into Rupees at the aforesaid rate. The conversion rate of such currencies shall be the daily representative exchange rates published by the International Monetary Fund for the relevant date.
Electronic Reverse Auction (eRA) is applicable in works tender valued more than Rs 50 crore in each case. [Refer para 7.2 of tender document].
Contract under EBR (IF): It is agreed by and between the parties that Railway shall continue to be held responsible for all obligations, risk and liabilities, whatsoever, arising out of or in connection with the Principal agreement and this novation agreement, whether during the progress of the work or after its completion. It is further agreed and understood by and between the parties that IRFC shall be the owner of assets, if any, arising out of execution of works as defined in the Principal Agreement, except the land whose ownership shall continue with Railway. Accordingly, the invoices shall be issued by capturing GSTIN of contractor (as the supplier) and GSTIN of IRFC (as bill to party). Also, the contractor shall submit the invoice, issued in the name of IRFC, to railway for processing payment by Railway to contractor subject to applicable TDS under the Income Tax, GST or any other applicable laws. It is further agreed by and between the Parties that IRFC shall be responsible to comply with Income Tax and GST laws in relation to filling of returns.
There are several changes in the tender document after the new GCC April 2022 is issued. Tenderer(s) are requested to go through the tender document & GCC carefully before the submission of the offer.
Clarification of Bids: To assist in the examination, evaluation & comparison and pre-qualification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
All General Instructions are available in the uploaded tender document.
Construction of full Road Over Bridge (ROB proper over Rly Track and both approaches ) in Lieu of(i) LC-136 (1x54.0m Bow String Girder+1x36.0m Composite Girder+1x18.0m Composite Girder+11x24.0m T-Beam Girder+3x12.0m T-Beam Girder) at Km 239/17-19 in between Asanbani - Tatanagar Station on Asanbani- Gobindpur Road (ii) LC-137 (1x18.0m Composite Girder+1x24.0m Composite Girder+1x36.0m Composite Girder+3x24.040m PSC Girder +1x20.950m RCC Slab+1x30.0m Composite Girder+19x24.040m PSC Girder) at Km 242/23-25 between stations Asanaboni Station -Salgajhari Station (iii) LC-138 (5x24.040m PSC Girder+2x37.280m Composite Girder+1x19.080m Composite Girder+1x52.08m Bow String Girder+1x28.596m PSC Girder+2x37.28m Composite Girder+11x24.040m PSC Girder) at Km 245/07-09 between stations Asanaboni Station -Salgajhari Station under Chakradharpur Railway Division in South Eastern Railway.
CE-Con-RSP-04-26
CE-Con-RSP-04-26
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹3.9 Cr
12 May 2026
16 Apr 2026
28 Apr 2026
104 items across 10 schedules · ₹1,92,00,88,888.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 11210.00 | 540.2 | 60,556.42 |
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 2 | Using Soil Class SQ2 | cum | 20863.00 | 253.42 | 52,87,101.46 |
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 3 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 2800.00 | 215.48 | 6,03,344 |
| 4 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 2000.00 | 949.68 | 18,99,360 |
| Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. | — | — | — | — | |
| 5 | All kinds of soils | cum | 44355.00 | 205.63 | 91,20,718.65 |
| 6 | Soft rock (not requiring blasting) | cum | 8300.00 | 427.87 | 35,51,321 |
| 7 | Hard rock (blasting prohibited ) | cum | 12580.00 | 1,184.98 | 1,49,07,048.4 |
| Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 2032.00 | 2,473.31 | 50,25,765.92 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 846.00 | 2,527.54 | 21,38,298.84 |
| 10 | 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. N o t e : 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 | 9112.00 | 2,618.75 | 2,38,62,050 |
| 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. N o t e : 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. | — | — | — | — | |
| 11 | Abutment & Pier | cum | 2001.00 | 2,699.22 | 54,01,139.22 |
| 12 | Wing wall and Return wall | cum | 2538.00 | 2,699.22 | 68,50,620.36 |
| 13 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 5695.00 | 2,739.46 | 1,56,01,224.7 |
| 14 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 268.00 | 246.59 | 66,086.12 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 15 | 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 | 10423.00 | 674.52 | 70,30,521.96 |
| 16 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 21575.00 | 854.92 | 1,84,44,899 |
| 17 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 9200.00 | 102.08 | 9,39,136 |
| 18 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 2433.00 | 914.75 | 22,25,586.75 |
| 19 | 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 | 251.00 | 1,028.7 | 2,58,203.7 |
| 20 | Supply and laying of coarse sand including consolidation with all 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 | 150.00 | 973.1 | 1,45,965 |
| 21 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum | 1200.00 | 2,242.92 | 26,91,504 |
| 22 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 2433.00 | 387.52 | 9,42,836.16 |
| Schedule total | ₹12,70,53,287.66 | ||||
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GCC2022updatedCS.pdf
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LC-136GAD.pdf
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LC137ROBGAD.pdf
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LC138ROBGAD.pdf
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Tender Document
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GCC2022ACS11.pdf
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TENDERDOCUMENTLC-136137138Corrected.pdf
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