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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹772.4 Cr
EMD Value
₹15.4 Cr
Closing Date
2 Dec 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Yes (up to 4 members)
Yes (up to 3 members)
Two Packet System
EPC [ Single Stage ]
Yes
02/11/2026 16:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
NL
14 conditions · 3 needing a document upload
Financial capacity of the bidder shall be as per clause no.2.2 of Requestfor proposal (RFP) Document.
Technical capacity of the bidder shall be as per clause no. 2.2 of Request for proposal (RFP) Document.
Important: All documents uploaded and remarks / confirmation entered by the bidders against any eligibility condition shall be opened as part of technical bid only
14 conditions · 3 needing a document upload
Please refer to RFP Document for all details.
Uploading of NEFT FORM- As per the format attached with the RFP document.
Uploading of certificate by local suppliers in regard to meeting the Minimum Local Content requirement to avail benefits under Public Procurement Policy Order-2017 (A) for procurement order of value less than Rs.10 crores: self certificate in accordance with Para-9 (a) of Public Procurement (preference to Make in India) Order 2017. (B) For Procurement Order of value more than Rs.10 crores, the certificate from Statutory auditor/cost auditor/practicing CA as the case may be in accordance with Para-9 (b) of Public Procurement (Preference to Make in India) Order 2017.
Please refer to RFP Document in detail for uploading of document.
It is the responsibility of the tenderer to see corrigendum, if any to tender notice up to the date of tender opening.
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.
Civil Engineering Works, Electrification Works and Signalling & Telecommunication Works of New Single Broad Gauge line of Bansgaon(Excluding)(Chainage 76+000) -Barhalganj (Including) (Chainage43+060) Section (Length: 32.940 Km) in connection with Sahjanwa - Dohrighat New Broad Gauge Railway Line Project of North Eastern Railway"
DYCE-CON-BR-EPC-02-2026~NER
DYCE-CON-BR-EPC-02-2026
Open
Works - General
900 Days
Gorakhpur, Uttar Pradesh
₹0
₹15.4 Cr
30 Sept 2026
30 Sept 2026
18 Nov 2026
2 Nov 2026
139 items across 5 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | 1440.00 | — | — | ||
| Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra.2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap.3. 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. 1200mm diameter | — | — | — | 1,17,65,577.6 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test up to 50 ton capacity pile | — | — | — | 2,03,379.92 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test above 50 ton and up to 100 T capacity pile | — | — | — | 2,46,691.36 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test above 100 ton and up to 250 T capacity pile | — | — | — | 3,32,252.64 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | — | — | — | 18,265 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Routine Load Test up to 50 ton capacity pile | — | — | — | 1,01,689.96 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Routine Load Test above 50 ton capacity up to 100 ton capacity pile | — | — | — | 1,23,345.68 | |
| — | 4.00 | — | — | ||
| Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Routine Load Test above 100 ton capacity up to 250 ton capacity pile | — | — | — | 1,66,126.32 | |
| — | 78.00 | — | — | ||
| Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of up to 50 ton | — | — | — | 14,96,510.34 | |
| — | 78.00 | — | — | ||
| Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of above 50 ton and up to 100 ton | — | — | — | 22,68,767.28 | |
| — | 162860.16 | — | — | ||
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | — | — | — | 1,62,77,872.99 | |
| — | 714.16 | — | — | ||
| Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes | — | — | — | 47,20,176.25 | |
| — | — | — | 1,59,41,831.7 | ||
| — | 5.00 | — | — |
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details.html
HTML
nit.pdf
NIT
BARHALJGANJSIP.pdf
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GOLABAZARSIP.pdf
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UrwaBazarSIP_compressed.pdf
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BANWARPARHALT_compressed.pdf
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BARHALGANJSB_compressed.pdf
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BHARULIHALT_compressed.pdf
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SBGOLABAZAR_compressed.pdf
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SBURUABAZAR_compressed.pdf
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KM.30.00To35.00KM_compressed.pdf
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KM.35.00To40.00KM._compressed.pdf
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KM75.00To80.00KM._compressed.pdf
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KM.40.00To45.00KM._compressed.pdf
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KM.45.00To50.00KM._compressed.pdf
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KM.50.00To55.00KM._compressed.pdf
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KM.55.00To60.00KM._compressed.pdf
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KM.60.00To65.00KM._compressed.pdf
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KM.65.00To70.00KM._compressed.pdf
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KM.70.00To75.00KM._compressed.pdf
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UrwaBazar_compressed.pdf
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Banvarpar_compressed_1.pdf
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Barhalganj_compressed2.pdf
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BharauliHALT_compressed.pdf
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Golabazar03.10.20241_compressed.pdf
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POWERSUPPLYDIAGRAMELECTRICAL_compressed.pdf
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BR.NO.15LHS.pdf
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BR.NO.16LHS.pdf
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BR.NO.17LHS.pdf
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BR.NO.18LHS.pdf
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BR.NO.19LHS.pdf
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BR.NO.22LHS.pdf
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BR.NO.23LHS.pdf
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BR.NO.24LHS.pdf
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BR.NO.25.pdf
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BRIDGENO.16A.pdf
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BRIDGENO.20.pdf
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BRIDGENO.26LHS.pdf
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BRIDGENO.27LHS.pdf
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BRIDGENO.28LHS.pdf
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BRIDGENO.28ALHS.pdf
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BRIDGENO.29LHS.pdf
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BRIDGENO.30.pdf
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BRIDGENO.31LHS.pdf
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BRIDGENO.31ALHS.pdf
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BRIDGENO.32LHS.pdf
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BRIDGENO.33.pdf
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BRIDGENO.34LHS.pdf
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BRIDGENO.35LHS.pdf
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BRIDGENO.36LHS.pdf
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BRIDGENO.40LHS.pdf
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BRIDGENO.41.pdf
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BRIDGENO.42RUB.pdf
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BRIDGENO.43.pdf
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BRIDGENO.44LHS.pdf
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BRIDGENO.47ALHS.pdf
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BRIDGENO.48LHS.pdf
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BRIDGENO.49LHS.pdf
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BRIDGENO.49ALHS.pdf
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BRIDGENO.50LHS.pdf
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BRIDGENO.50ACH.64900.0M.pdf
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BRIDGENO.51LHS.pdf
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BRIDGENO.52LHS.pdf
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BRIDGENO.53LHS.pdf
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BRIDGENO.54.pdf
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BRIDGENO.55.pdf
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BRIDGENO.56.pdf
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BRIDGENO.60.pdf
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BRIDGENO.60ALHS.pdf
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BRIDGENO.61RUB.pdf
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BRIDGENO.61A.pdf
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BRIDGENO.62LHS.pdf
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BRIDGENO.63.pdf
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BRIDGENO.64.pdf
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BRIDGENO.68LHS.pdf
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BRIDGENO.69LHS.pdf
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BRIDGENO.69ALHS_1.pdf
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BRIDGENO.70.pdf
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MAJORBR.NO.46.pdf
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MAJORBRIDGENO.39_1.pdf
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MAJORBRIDGENO.59.pdf
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MAJORBRIDGENO.65.pdf
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MINORBRIDGENO.38.pdf
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RUBBRIDGENO.37.pdf
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TypeIIQtrsDS_compressed.pdf
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TypeIIIQtrsDS_compressed.pdf
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TROLLYREFUSE171220_251104_231625new.pdf
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TOWERWAGONSHED.pdf
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TypePlanVIPpublictoiletpayanduseNew.pdf
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LONGITUDNALDrain.pdf
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IRWMACS12.pdf
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BRIDGENO.35ALHS_1.pdf
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RCCL-typeRetainingwall1.50m-compressed.pdf
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RCCL-typeRetainingwall2.00m-compressed.pdf
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BRIDGENO.45_1.pdf
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GADOFMERCHANTROOMATPHYSTN.212-compressed.pdf
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BRIDGENO.47LHS_1.pdf
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BRIDGENO.57_1.pdf
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BRIDGENO.58LHS_1.pdf
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subway.pdf
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eBGPolicyinEPCGCCPMSPSSAGCPGMS_1.pdf
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2025-08-19-RDSO_T_9792_ALT_2.pdf
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2025-08-19-RDSO_T_9843_ALT_2.pdf
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2025-08-22-StatusofIRconcretesleeperPlantsupdatedason30072511.pdf
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2026-03-23-FRSforCantedTurnoutforuseonNLGCandMultiTrackingProjects1.pdf
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AdobeScan04Jun2026Annexure-E.pdf
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Approachroaddrawing.pdf
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CirculatingareaRoadPlateform.pdf
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DrawingofCableDuctAnnexure-A_compressed.pdf
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GluedJointManualcorrectionslip.pdf
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heightgaugeTI-DRG-CIV-HGAUGE-RDSO-00002-05-01.pdf
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IndicativeBoundarywall.pdf
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IndicativeRetainingWall.pdf
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LowCostPPShelterNew.pdf
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OHEdepot-psiohe.JPG.pdf
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PFwall.pdf
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PolicyOFCLayingdated2.1.2026Annexure-B.pdf
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policyofferruleAnnexure-C.pdf
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RCCL-typeRetainingwall1.50m-compressed_1.pdf
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RCCL-typeRetainingwall2.00m-compressed_1.pdf
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RCCL-typeRetainingwall3.00m-compressed.pdf
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RCCL-typeRetainingwall4.00m-compressed.pdf
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RCCoverheadtankreferencedrawing1_compressed_1.pdf
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RCCoverheadtankreferencedrawing2_compressed.pdf
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Retainingwallhtup6mtrs.pdf
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TrackMachineRestRoom.pdf
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TypePlanVIPpublictoiletpayanduseNew_1.pdf
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wingwall-rotated_260129_172505.pdf
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BR.NO.20ALHS_1.pdf
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BR.NO.21_1.pdf
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0053INSPECTIONCRADLE_compressed.pdf
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CBS-0046SIDEPATHWAY_compressed.pdf
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PPShelterNew.pdf
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RBletterforpassengeramenities.pdf
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FinalRFPForEPCPhase-II30.09.2026.pdf
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FinalEPCAgreementDocumentBasgaon-Barhalganjupdated30.09.26_1.pdf
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