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Tender Value
₹358.2 Cr
EMD Value
₹7.2 Cr
Closing Date
18 Sept 2026, 3:00 pm
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
09/06/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
GENERAL
14 conditions · 3 needing a document upload
The Bidder shall have a minimum Net Worth (the"Financial Capacity") of 5% of Estimated ProjectCost at the close of the preceding Financial Year.(Refer clause No. 2.2.2.2 of RFP).
The Bidder shall have the Technical Capacity and Experience as mentioned in Clause No. 2.2.2.1, 2.2.2.3 to 2.2.2.9 of the RFP.
Definition of Similar Work :-Earthwork in Embankment and Blanketing in Railway Formation / Railway Minor Bridges / Railway Major Bridges /RUBs/ROBs/Track works /Railway signalling and Telecommunications/OHE works in Railway".
32 conditions · 15 needing a document upload
ANNEXURE I TO APPENDIX IA-(DETAILS OF BIDDER) The Bidder shall ensure that all the details are updated as on the due date of submission of this Bid.
APPENDIX IA (LETTER COMPRISING THE TECHNICAL BID) Clause 2.1.4, 2.11 and 3.1.6 of RFP.
APPENDIX IB (LETTER COMPRISING THE FINANCIAL BID) (Para 2.1.4, 2.11 and 3.1.6 of RFP)-The Bid shall be furnished in the format exactly as per Appendix-IA & IB i.e. Technical Bid as per Appendix IA and Financial Bid as per Appendix IB and it shall be signed by the Bidder's authorized signatory. The Bidder shall first upload all the project details as mentioned in Para No. 2.11.1 of RFP document
APPENDIX-II (FORMAT FOR POWER OF ATTORNEY FOR SIGNING OF BID) Clause No. 2.1.5 of RFP.
ANNEXURE II TO APPENDIX IA(TECHNICAL CAPACITY OF THE BIDDER): Refer CLAUSE 2.2.2.1, 2.2.2.4 and 2.2.2.6 of RFP.
APPENDIX III- Format for power of attorney for lead member of Consortium/Joint venture CLAUSE 2.1.6 of RFP.
ANNEXURE III TO APPENDIX IA- (FINACIAL CAPACITY OF THE BIDDER) (Refer clause 2.2.2.2, 2.2.2.8(i), 2.2.2.7(iii) of RFP) The Bidder must establish the minimum Net Worth specified in Clause 2.2.2.2 and provide details as per format at Annex-III of Appendix-IA.
APPENDIX IV (FORMAT FOR JOINT BIDDING AGREEMENT FOR (CONSORTIUM/ JOINT VENTURE) Clause 2.1.11 of RFP.
ANNEXURE IV TO APPENDIX IA (DETAILS OF ELIGIBLE PROJECTS) Refer Clause 2.2.2.1, 2.2.2.4 and 2.2.2.6 of RFP.
ANNEXURE V TO APPENDIX IA- (STATEMENT OF LEGAL CAPACITY).
APPENDIX-VII (BID SECURITY)/EMD (REFER Para 1.2.4 of RFP)The Bidder shall furnish as part of its Bid, a Bid Security, referred to in Clause 1.2.4 here in above through [e- payment Gateway of Authority OR in form of Bank Guarantee from a Bank as per format at Appendix VII].
ANNEXURE VI TO APPENDIX IA-(Guidelines of theDepartment of Disinvestment) The Bidder shallensure that all the details are updated as on thedue date of submission of this Bid.
ANNEXURE VII TO APPENDIX IA-(Department ofExpenditure, Ministry of Finance, Government ofIndia letterF.No.6/18/2019-PPD dated:23/07/2020shall be referred which is enclosed as Annexure-VIIof Appendix-IA) The Bidder shall ensure that all thedetails are updated as on the due date ofsubmission of this Bid.
Rate should be quoted (% above/Below/at par) for schedule of G1. No separate rates should be quoted for schedule G1A, G1B, G1C etc. ( Click here to download Format)
APPENDIX IC (Contractor's Work Plan) Clause 2.11.1 and 3.1.6.1 of RFP shall be submitted through online towards Contractor's Work Plan with full details of manpower, machinery, equipment, number of simultaneous sites listing all the activities from mobilization to completion along with S curves for all major activities like Earthwork, Concreting, Steel work etc.
APPENDIX ID (Supporting Documents) Clause 2.11.1.1 of RFP, shall be submitted the details through online i.e a) Detailed break up of all the cost components forming part of PVC formula as per para of bidding document along with rate analysis of each component. b) Expected billing based on milestones and physical progress, c) S Curves of cash flow.
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.
STUDY OF DRAWINGS AND LOCAL CONDITIONS: The drawings for the works can be seen in the office of the Chief Administrative Officer, Construction, S.C.Railway, Secunderabad - 500071 or in the office of the concerned field Deputy Chief Engineer / Construction / S.C.Railway . It should be noted that these drawings are meant for general guidance only and Railway may suitably modify them during the execution of work according to the circumstances without making the Railways liable for any claims on account of such changes. If there is any variation between the description in the tender and the detailed plans, the Engineer-in-Charge will operate the correct description and his decision is final and binding on the tenderer/ Contractor. The Tenderer/Contractor is required to inspect the sites of works and acquaint himself with the site conditions, availability of approaches for transporting of men and materials, space and other factors relating to the works, availability of labour, electricity and water, etc., before quoting his rates. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of works described in the schedule. The Tender submitted will be deemed to have been made after such inspection.
CORRIGENDUM NOTICE ON IREPS: [I]Railway may modify the tender document by issuing online corrigendum through "www.ireps.gov.in" 15 days prior to the tender closing date. For the purpose of CORRIGENDUM in the tender, NIT period is splitted as under: (a) ADVERTISEMENT PERIOD: The time during which all information pertaining to tender shall be available but offers cannot be submitted (b) OFFER SUBMISSION PERIOD: 15 days prior to closing of tender, during which tenderers can submit their offer.
Applicable for the tenders with eligibility criteria: The offer of Tenderer(s) who do not enclose Work Experience Certificate & Financial eligibility Certificate with requisite details, and supporting documents along with their Tender to establish their credentials shall be summarily rejected, even though they are working contractors or contractors on approved list.
The offer shall be evaluated only from the certificates/documents submitted along with the tender offer.
Any Certificate /Documents offered / submitted / received after the tender opening shall not be given any credit and shall not be considered.
Railway reserves the right to verify the authenticity of the documents/information furnished.
Tenderer(s) shall note that conditional/alternate offer will not be considered and will summarily be rejected, even though such condition makes them as the lowest tenderer.
SCR Construction Organization: Engineering, Procurement and Construction (EPC) contract for "New Bypass line between Yerpedu and Pudi Stations with Signalling & Telecommunication, Electrification works including augmentation of existing 1X25kv TSS/SP/SSP to suit proposed line in Guntakal division in the State of Andhra Pradesh.
EPC-11-CAO-C-SC-2026
EPC-11-CAO-C-SC-2026
Open
Works - General
30 Months
Unknown (Unspecified Location)
₹0
₹7.2 Cr
18 Sept 2026
15 May 2026
4 Sept 2026
9 Jun 2026
72 items across 2 schedules · ₹10,46,20,436.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 18930.00 189.63 | — | 35,89,695.9 |
| 2 | Soft rock (not requiring blasting) | cum | 2110.00 387.70 | — | 8,18,047 |
| 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 | 10075.00 2646.72 | — | 2,66,65,704 |
| 4 | Wing wall and Return wall | cum | 2140.00 2718.70 | — | 58,18,018 |
| 5 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges 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 | 720.00 2599.66 | — | 18,71,755.2 |
| 6 | Deduction for using 40mm graded stone aggregate in place of 20mm graded stone aggregate in any grade of concrete. | cum | 12215.00 -183.97 | — | -22,47,193.55 |
| 7 | 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 | 14360.00 605.99 | — | 87,02,016.4 |
| 8 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 4250.00 7258.31 | — | 3,08,47,817.5 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 50000.00 98.27 | — | 49,13,500 |
| 10 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum | 6450.00 1528.47 | — | 98,58,631.5 |
| 11 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 2400.00 2767.79 | — | 66,42,696 |
| Schedule total | ₹9,74,80,687.95 | ||||
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nit.pdf
NIT
RevisedKITyerpedupudi14.08.2026-1.pdf
ATTACHMENT
SOR2025EXPLNOTESireps.pdf
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Electricalpolicyletters.pdf
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Electricalpolicyletters2.pdf
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Electricalpolicyletters3.pdf
ATTACHMENT
RevisedKIT2-Pudi-Yerpedu.pdf
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VCLink_1.pdf
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LS0to5KMYPDPUDI.pdf
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LS5-10KMYPDPUDI.pdf
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LS10to15KMYPDPUDI.pdf
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LS15-20KMYPDPUDI.pdf
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LS20-25KMYPDPUDI.pdf
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TENTATIVECHELLURESP.pdf
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TentativeYerpeduESP3rdLine.pdf
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EPCYERPEDUPUDITENDERDOC.pdf
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RFPYERPEDUPUDITENDERDOC.pdf
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ComprehensiveInstructionsforPassengersAmenities.pdf
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safetyatworksites-compressed.pdf
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IRSODBG2021.pdf
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5.15mBallastRetainerfr9.15mspan1.pdf
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YERPEDU-PUDI_INDEXPLAN.pdf
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KMLFILELINK.pdf
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INDEXSECTIONYERPEDUTOPUDI0kmto26_1.pdf
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RevisedKIT22.07.2026.pdf
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RevisedKITYerpeduPuditender25.08.2026-R1conv0.pdf
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1651643092748-ProvisionofFiltermediabehindboulderfillingatAbutmentsWingwallsRetainingwalls-CBE-29-04-2022.pdf
ATTACHMENT
RCCRetainingWallonApproachofRUBs.pdf
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ESO91-PreparationofGADsandCompletionDrawingsofBridges.pdf
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BACKFILL1453-90.pdf
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ESONo.93PreparationofESPsandCompletionDrawingsofStationYards.pdf
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5.15mBallastRetainerfr12.20mspan1.pdf
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LEDSPECIFICATIONS.pdf
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Signages_Standard_Sizes.pdf
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Specificatinsofballast.pdf
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PitchingPolicyLetter.pdf
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VDCAlt-1to71_2022__1.pdf
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Rly.BoardRUBDrainageCircularsJun-22_.pdf
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PCEDesignMixconclr.pdf
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INSTRUCTIONSONFLOORINGSPECIFICATIONS06.05.2022-1.pdf
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FIURevisedPolicyissuedbyCBE-SCRly.pdf
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Platforms-SystemImprovent_1.pdf
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10155-RCCBOXGAD.pdf
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RCCBOXESRDSO-B-10152-1R.pdf
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RCCBOXESRDSO-B-10152-2R.pdf
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RCCBOXESRDSO-B-10152-3R.pdf
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RCCBOXESRDSO-B-10152-4R.pdf
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RCCBOXESRDSO-B-10152-5R.pdf
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RCCBOXESRDSO-B-10152-6R.pdf
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RCCBOXESRDSO-B-10152-7R.pdf
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RCCBOXESRDSO-B-10152-8R.pdf
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RCCBOXESRDSO-B-10152-9R.pdf
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BallastprofileforLWRtrack.pdf
ATTACHMENT
PreinspectionofMaterialbyRITESorRDSORBletterno2000.RS.G.379.2dt06-09-2017.pdf
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TypicalSketchforTrolleyRefugee-inBankingsandCuttings.pdf
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ESO87.pdf
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SCRINSTRUCTIONSONFLOORING-SPECIFICATIONS06.05.2022-1.pdf
ATTACHMENT
SystemImprovement-GuidelinesonMaterialstobeusedforPFSurfacePFWall-PrecastPFWall.pdf
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StandardHeightGuage3Sheets.pdf
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PublicprocurementMakeinIndia.pdf
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NEFT_FORM_GCC_2022.pdf
ATTACHMENT
Corrigendum-ComprehensiveInstructionsforPassengersAmenities.pdf
ATTACHMENT
SpecificationsforTrackBallast.pdf
ATTACHMENT
GuidelinesforTMTBars28.8.24.pdf
ATTACHMENT
PolicyGuidelines-RUB.pdf
ATTACHMENT
MixDesign-PolicyLetter.pdf
ATTACHMENT
FormatforBankGuarantee11.10.2019ver-2.pdf
ATTACHMENT
RevisedApprovedlistofBrands30.6.25.pdf
ATTACHMENT
ProvisionofDrainagearrangements.pdf
ATTACHMENT
PLATFORMWALLSDRG.pdf
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DrawingsLMD.pdf
ATTACHMENT
RCCCABLEDUCT.pdf
ATTACHMENT
SpecialConditions-Measurementofworksbycontractor28.08.21-Ver-1.pdf
ATTACHMENT
SPECIALCONDITIONS-TECHNICALforEarthworkandConcreteworks18.08.21ver1.pdf
ATTACHMENT
SpecialConditionsTechnicalforPSCslabsCONCRETEDESIGN25.03.21VER5.pdf
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SplconditionsTechnicalforLayingLinkingofRailwaytrack25.03.21ver3.pdf
ATTACHMENT
SplconsTechnicalforBldgsworksPFworksWorkshopsFOB-COPworks.-25.03.21Ver3.pdf
ATTACHMENT
BUFFERENDDRG.pdf
ATTACHMENT
3x12.20mPSCSLAB.pdf
ATTACHMENT
FOB3mWide4trackcrossingGAD.pdf
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StdDrawing-CCPavement-31102025.pdf
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3BafflewallandprotectivescreenRDSOdrgs.pdf
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2RDSOOHEPSIReportsandemp.sch.pdf
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4BondingandeartingSpec.1990.pdf
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5ElectricalTRDdrawingslinks.pdf
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7ProtectivescreenMODI.pdf
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8Retro-reflectivenumberplateonONEmast07.05.2012.pdf
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9HeightgaugesStd.ISMBtype.pdf
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10SCADATI_SPC_RCC_SCADA_0134-pages-11.pdf
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11TICIVMS2020dt22.08.2022galvanization.pdf
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12Master_list_of_drawings_TI2023.pdf
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13ATCLSjunctionboxdrgs.pdf
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14OHEdepotPSIdepotElectmaindepotandcontractorstoredepotdrgs.pdf
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15TOWERCARANDOHECUMPSIdepotdrg.pdf
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16All2x25TSSSPSSPRDSOdrawings.pdf
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17ImportantElectricalTRDguidelinesletters.pdf
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18preinspectionletters.pdf
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21GuaranteeCertificateformaterevisedALLEPCContractors.pdf
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22SixPillarsofConstDeptppt.pdf
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24Spacingofpedestalinsulators-Policy1.pdf
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25CableTrenchdrgforSSPSPin2x25kvsystem.pdf
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26BondingonBridges.pdf
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27WorksiteprotectionFlyleaf-4.pdf
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28LargelongtypemastsAECfeederanchor.pdf
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29provofadditionalbondingsrtiponportalTTU1.pdf
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30standardization_of_boards.pdf
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6ETISPCPSICLS0020_1.pdf
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CSOFDrainincutting.pdf
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SAMPLEMAJORBRIDGE.pdf
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SAMPLEMINORBRIDGE.pdf
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CHELLURSIP.pdf
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YERPEDUBYPASSSIP-19.03.2026.pdf
ATTACHMENT
chellurbuildingplan.pdf
ATTACHMENT
RevisedKITYerpeduPuditender25.08.2026-R1conv0.pdf
CORRIGENDUM
RevisedKITyerpedupudi14.08.2026-1.pdf
CORRIGENDUM
RevisedKIT22.07.2026.pdf
CORRIGENDUM
RevisedKIT2-Pudi-Yerpedu.pdf
CORRIGENDUM
RevisedKITofPudi-YerpeduEPCTendersigned.pdf
CORRIGENDUM
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