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Tender ID
Tender Value
₹211.4 Cr
EMD Value
₹1.1 Cr
Closing Date
24 Jul 2026, 2:30 pmClosed
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
10/04/2026 14:30
Lowest to Highest
180 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
2.2.2.2 Financial Capacity (Complete details given in RFP document): The Bidder shall have a minimum Net Worth (the "Financial Capacity") of Rupees equal to 5% of the Estimated Project Cost at the close of the preceding Financial Year. Please see more details in RFP document as attached.
2.2.2.1 Technical Capacity- For demonstrating Technical Capacity and experience (the "Technical Capacity"), the bidder shall, during the last 5 (Five) previous financial years and the current financial year upto the Base month (not to be read with para-2.1.13). (i)have received payments for construction of Eligible Project(s), or has undertaken construction works by itself in a PPP project, such that the sum total thereof, as further adjusted in accordance with clause 2.2.2.4 (i) & (ii), is more than 2.5 (two and half) times the Estimated Project Cost (the ). Provided that at least one fourth of the Threshold Technical Capacity shall be from the Eligible Projects in Category 1 and/ or Category 3 specified in Clause 2.2.2.4 (i) & (ii) undertaken at least one Eligible Project of Railway sector as mentioned in clause 2.2.2.4/iii of value of not less than [35% (thirty five) per cent] of the Estimated Project Cost and have received payments for not less than 75 (seventy-five) per cent value of present Contract Value (excluding the payment made for adjustment of Price variation (PVC), if any) of such project. Illustration for 'received payments for not less than 75 (seventy-five) percent: For contract wherein there is provision for part payment on 'procurement of goods and equipment' on basis of indemnity bond/Bank Guarantee. In all such contract, 'received payments for not less than 75 (seventy-five) per cent value of present Contract Value payment' means not less than 75%payment received under 'procurement of goods and equipment' as well as not less than 75% payment received under 'execution/installation/commissioning'. Please see more details in RFP document as attached.
46 conditions · 16 needing a document upload
Details of technical bid
Appendix-IA (Letter comprising the Technical Bid) including Annexure I-VI and supporting certificates / documents in RFP document as attached.
Power of Attorney for signing the Bid as per the format at Appendix-II in RFP document as attached.
If applicable, Power of Attorney for Lead Member of Consortium/Joint Venture as per the format at Appendix-III in RFP document as attached.
If applicable, Joint Bidding Agreement for Consortium/Joint Venture as per the format at Appendix-IV in RFP document as attached.
An undertaking from the person having Power of Attorney referred to in Sub. Clause-(b) above that they agree and abide by the Bid Documents uploaded by Authority and amendments uploaded, if any;
Copy of Memorandum and Articles of Association, if the Bidder is a body corporate, and if a partnership then a copy of its partnership deed.
Copies of duly audited complete annual accounts of the Bidder or of each member (in case of Joint Venture/Consortium) for preceding 5 years.
Financial Bid.
Appendix-IB (Letter comprising the Financial Bid) in RFP document as attached.
Details of bidder is to be furnished as per Annexure I of RFP document as attached.
Financial Capacity of bidder is to be furnished as per Annexure III (RFP clause 2.2.2.2, 2.2.2.8 (i) and 2.2.2.7 (iii) as attached.
Certificate(s) from its statutory auditors or the concerned client(s) stating the payments received or in case of a PPP project, the construction carried out by itself, during the past 5 years, in respect of the Eligible Projects.
Certificate(s) from its statutory auditors specifying the net worth of the Bidder (including associates, if any), as at the close of the preceding Financial Year , and also specifying that the methodology adopted for calculating such net worth conforms to the provisions of this Clause 2.2.2.8 (ii) in RFP document as attached.
Statement of legal capacity is to be furnished as per Annexure V of RFP document as attached.
Disqualification undertaking is to be furnished as per Annexure VI (RFP clause 1.2.1) as attached.
Bid security: Bid Security in respect of e-tendering to be submitted. refundable not later than 200 (Two hundred) days from Bid Due Date. (RFP clause 1.2.4 as attached).
The tenderer shall upload scanned copies of mandatory credentials such as experience, turn over Certificates and any other documents as applicable.
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.
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.
Engineering Procurement and Construction (EPC) Tender for CONSTRUCTION OF NEW BROAD-GAUGE LINE BETWEEN ALAULI (19+569.260 KM) TO CHERA KHERA (24+090.000 KM) i.e. 4.521 KM (INCLUDING CHERA KHERA YARD) IN CONNECTION WITH KHAGARIA - KUSHESHEWAR ASTHAN NEW LINE PROJECT IN SAMASTIPUR DIVISION OF EAST CENTRAL RAILWAY.
ECR-CAO-C-N-EPC-39-25-26
ECR-CAO-C-N-EPC-39-25-26
Open
Works - General
720 Days
Purbi Champaran, Bihar
₹0
₹1.1 Cr
24 Feb 2026
24 Feb 2026
10 Jul 2026
10 Apr 2026
32 items across 1 schedule · ₹46,37,53,918.94 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 2428.89 | 192.15 | 4,66,711.21 |
| 2 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | cum | 16.94 | 4,483.1 | 75,943.71 |
| 3 | Abutment & Pier | cum | 1430.16 | 4,777.56 | 68,32,675.21 |
| 4 | Wing wall and Return wall | cum | 3450.24 | 4,777.56 | 1,64,83,728.61 |
| 5 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 839.38 | 4,815.95 | 40,42,412.11 |
| 6 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 54.98 | 4,739.18 | 2,60,560.12 |
| 7 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of b r i d g e s including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 123.50 | 4,609.86 | 5,69,317.71 |
| 8 | 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 | 845.60 | 299.21 | 2,53,011.98 |
| 9 | In all types of soils | cum | 1870.72 | 288.22 | 5,39,178.92 |
| 10 | For water depth up to 1.00m | Each | 4.00 | 82,784.7 | 3,31,138.8 |
| 11 | Extra for every 1.00m additional depth and part thereof over item 023021 up to water depth of 4.00m. | Each | 4.00 | 1,23,603.18 | 4,94,412.72 |
| 12 | Providing and constructing 10m wide service road to reach island location from one pier location to another pier location. | RM | 279.80 | 5,259.33 | 14,71,560.53 |
| 13 | Supplying, Fabrication, assembly, erection & placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for pier/abutment complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re- handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. | MT | 128.01 | 1,49,920.01 | 1,91,91,260.48 |
| 14 | From initial level of cutting edge & up to 3m depth | cum | 1721.55 | 183.61 | 3,16,093.8 |
| 15 | Above 3m to 10m depth | cum | 4016.94 | 284.11 | 11,41,252.82 |
| 16 | Above 10m to 15m depth | cum | 2869.25 | 329.68 | 9,45,934.34 |
| 17 | Above 15m to 20m depth | cum | 2869.25 | 420.76 | 12,07,265.63 |
| 18 | Above 20m to 25m depth | cum | 2869.25 | 693.52 | 19,89,882.26 |
| 19 | Above 25m to 30m depth | cum | 2869.25 | 995.64 | 28,56,740.07 |
| 20 | In well Curb | cum | 933.68 | 5,170.87 | 48,27,937.9 |
| 21 | In Steining of wells | cum | 12516.11 | 5,170.87 | 6,47,19,177.72 |
| 22 | In Bottom plug for wells including arrangements for placing concrete under water with tremie or bottom opening skips. | cum | 1699.99 | 5,170.87 | 87,90,427.29 |
| 23 | In Intermediate/top plug without shuttering | cum | 82.94 | 4,935.83 | 4,09,377.74 |
| 24 | In Intermediate/Top plug with internal shuttering | cum | 82.94 | 4,935.83 | 4,09,377.74 |
| 25 | In Well cap and corbel, if provided | cum | 1266.08 | 4,935.83 | 62,49,155.65 |
| 26 | Using Sand from River Bed if suitable for filling | cum | 4458.55 | 288.22 | 12,85,043.28 |
| 27 | 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 | 28965.29 | 649.96 | 1,88,26,279.89 |
| 28 | Pozzolana Portland Cement approved brands/makes | MT | 9983.35 | 9,357.7 | 9,34,21,194.3 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 1608503.33 | 113.69 | 18,28,70,743.59 |
| 30 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 1559.21 | 1,883.52 | 29,36,803.22 |
| 31 | 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 | 6519.92 | 2,918.98 | 1,90,31,516.08 |
| 32 | 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 | 1559.21 | 325.68 | 5,07,803.51 |
| Schedule total | ₹46,37,53,918.94 | ||||
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details.html
HTML
nit.pdf
NIT
Enclosure-AESPCHERAKHERA22.09.2025.pdf
ATTACHMENT
Enclosure-B1GADofBridge.pdf
ATTACHMENT
Enclosure-B2GADofBridge.pdf
ATTACHMENT
Enclosure-B3GADofBridge.pdf
ATTACHMENT
Enclosure-B4GADofBridge.pdf
ATTACHMENT
Enclosure C L SECTION KM 19 569 24
ATTACHMENT
Enclosure-DStationBuildingFencingPlan.pdf
ATTACHMENT
Enclosure-E1aPLTReportsKm19.600-19.700.pdf
ATTACHMENT
Enclosure-E1bPLTReportsKm20.105-22.580.pdf
ATTACHMENT
Enclosure-E1cPLTReportsKm22.800-23.400.pdf
ATTACHMENT
Enclosure-E2aGeotechReportofBridge.pdf
ATTACHMENT
Enclosure-E2bGeotechReportofBridge.pdf
ATTACHMENT
Enclosure-E2cGeotechReportofBridge.pdf
ATTACHMENT
Draff-Agreement-with-correction-slip.pdf
CORRIGENDUM
Corrigendumno-1inRFP.pdf
CORRIGENDUM
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