Loading
Loading…
Loading…
Tender Value
₹458.1 Cr
EMD Value
₹2 Cr
Closing Date
18 Jul 2025, 3:00 pmClosed
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
16/06/2025 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
DY.CE/C
Engineering, Procurement and Construction (EPC) Document for Construction of New Railway line in Km 111/150 to 124/400 in between Gajrahi and Deosar stations including Earthwork, Minor bridges, station building, Tunnels (04 Nos) and Important Bridge (01 No.) in connection with Sidhi-Singrauli new Rail link project in the State of Madhya Pradesh.
DYCE-C-SIDHI-01R1-2025
DYCE-C-SIDHI-01R1-2025
Open
Works - General
630 Days
Sidhi, Madhya Pradesh
₹0
₹2 Cr
18 Jul 2025
20 May 2025
4 Jul 2025
16 Jun 2025
82 items across 8 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 8,42,86,234.66 | ||
| — | 4035.00 | — | — | ||
| 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. All kinds of soils | — | — | — | 11,69,943.25 | |
| — | 2690.00 | — | — | ||
| 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. Soft rock (not requiring blasting) | — | — | — | 8,49,513.95 | |
| — | 2690.00 | — | — | ||
| 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. Hard rock (requiring blasting) | — | — | — | 13,19,059.02 | |
| — | 4035.00 | — | — | ||
| 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. Hard rock (blasting prohibited ) | — | — | — | 25,31,863.17 | |
| — | 855.00 | — | — | ||
| Providing and laying in position Plain cement concrete of specified Nominal Mix for 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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | — | — | — | 20,13,320.29 | |
| — | 6115.00 | — | — | ||
| 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. | — | — | — | 1,43,18,152.3 | |
| — | 2470.00 | — | — | ||
| 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 | — | — | — | 2,96,20,989.79 | |
| — | 395.00 | — | — | ||
| Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | — | — | — | 2,85,68,656.98 | |
| — | 495.00 | — | — | ||
| Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. 1200mm diameter pile | — | — | — | 8,82,826.34 | |
| — | 2.00 | — | — | ||
| 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 | — | — | — | 1,78,157.67 | |
| — | 8.00 | — | — | ||
| 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 | — | — | — | 36,416.09 | |
| — | 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 | — | — | — | 2,72,550.46 | |
| — | 4.00 | — | — | ||
| 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 | — | — | — | 74,236.04 | |
| — | 135.00 | — | — | ||
| — | 535.00 | — | — | ||
| — | 535.00 | — | — | ||
| — | 1355.00 | — | — | ||
| — | — | — | 33,15,929.8 | ||
| — | 40000.00 | — | — | ||
| — | — | — | 1,17,90,759.2 | ||
| — | 7790.00 | — | — | ||
| — | — | — | 98,14,153.6 | ||
| — | 40.00 | — | — | ||
| — | Numbers | — | — | ||
| — | — | — | 15,57,445.6 | ||
| — | 28000.00 | — | — | ||
| — | — | — | 4,19,160 | ||
| — | — | — | 5,26,76,229.45 | ||
| — | 6005.00 | — | — | ||
| 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. 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. Abutment & Pier | — | — | — | 1,48,98,060.63 | |
| — | 1485.00 | — | — | ||
| 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. 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. Wing wall and Return wall | — | — | — | 38,76,634.43 | |
| — | 705.00 | — | — | ||
| 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. 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. Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | — | — | — | 21,12,721.7 | |
| — | 105.00 | — | — | ||
| 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. 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. Approach slab at formation level, Dirt wall/ ballast wall at formation level | — | — | — | 3,05,047.83 | |
| — | 149870.00 | — | — | ||
| 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. 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. Extra for every increase of 1m or part thereof in the height above 9.0 m | — | — | — | 1,00,91,766.67 | |
| — | 975.00 | — | — | ||
| 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. | — | — | — | 2,75,802.13 | |
| — | 12990.00 | — | — | ||
| Centering and shuttering including strutting, propping etc. and removal of form for : 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 | — | — | — | 57,99,905.01 | |
| — | 340.00 | — | — | ||
| Centering and shuttering including strutting, propping etc. and removal of form for : All types of bridge super-structures, e.g. slabs, I-girders, T- girders, Box girders etc. up to 5m above ground level. | — | — | — | 1,61,663.89 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Replyof1stprebid_1.pdf
ATTACHMENT
EPC-1TenderDocumentRevision2-Updated.pdf
ATTACHMENT
EPC1RFPRevision-2updated.pdf
ATTACHMENT
IRICENBook-bridge_bearings_2014.pdf
ATTACHMENT
IRICENhandbookonSteelStructureFabrication.pdf
ATTACHMENT
MinorBr62.pdf
ATTACHMENT
Replyof2ndPrebidqueries_2.pdf
ATTACHMENT
StructuraldrawingofvariousheightsofRetainingwall.1_compressed.pdf
ATTACHMENT
finalGuidelinesofCoirGeotextiles28_04_2022.pdf
ATTACHMENT
GE-G-5Guidelineonsoftsoils-stageconstructionmethod.pdf
ATTACHMENT
GE-G-2GUIDELINESFORCUTTINGSinRailwayformation.pdf
ATTACHMENT
GE-G-8guidelinesforapplicationofJuteGetextileinRailwayEmbankmentshillslop.pdf
ATTACHMENT
GE-G-4Guidelinesonerosioncontrolanddrainageofrailwayformation.pdf
ATTACHMENT
GE-G-0017guidelinesfordesignconstructionoftunnels.pdf
ATTACHMENT
GE-G-0016guidelinesforsafetyintunnelsduringconstruction.pdf
ATTACHMENT
GE-G-0015guidelineforcivilEnggInsp.Maintenanceandsafetyinexistingtunnels.pdf
ATTACHMENT
GE-G-0011guidelinesforGeotechnicalEngineeringOrginZonalrailways.pdf
ATTACHMENT
RDSO-2020-GE-IRS-0004.pdf
ATTACHMENT
ScheduleofTechnicalRequirementforFabricationofHighStrengthFrictionGripBoltingAssemblieswithDirectTensionIndicatorWasherSuitableforpreloading.pdf
ATTACHMENT
Specificationforboltingassemblieswithdirectortensionindicatorwashers_1.pdf
ATTACHMENT
SchedulefortechnicalrequirementforfebricationofsteelgirderPartA_1.pdf
ATTACHMENT
Schedulefortechnicalrequirementforfebricationofsteelgirderpart-B.pdf
ATTACHMENT
SPECIF.FORFABRICATIONANDERECTIONOFSTEELGIRDER.pdf
ATTACHMENT
SPECIFICATIONFORHIGHER-STRENGTHMARTENSITICSTAINLESSSTEELFORBRIDGEANDASSOCIATEDSTRUCTURALAPPLICATIONS.pdf
ATTACHMENT
SpecificationforPhasedArrayUltrasonicTestingProcedureforButtWeldedjointsinBridgeGirders.pdf
ATTACHMENT
STRFORMANUFACTUREANDSUPPLYOFPOT-PTFEbearings.pdf
ATTACHMENT
STRFORMANUFACTUREANDSUPPLYOFELASTOMERICBEARING.pdf
ATTACHMENT
STRFORMANUFACTUREANDSUPPLYOFExpansionJoints.pdf
ATTACHMENT
IRSB1CorrectionSlipsUpto11.pdf
ATTACHMENT
IRS-B1IRSspecifnforfabricationerectionofsteelgirderbrloco-turntables.pdf
ATTACHMENT
TunnnelHandbook-compressed.pdf
ATTACHMENT
IRSOD_INCORPORATED_New.pdf
ATTACHMENT
RevisedQualityAssurancePlanQAPforExpansionJoint.pdf
ATTACHMENT
IRC-SP-55-2014.pdf
ATTACHMENT
ConduitPlanforCOPOpenFOBAreasigned.pdf
ATTACHMENT
DivyangjansPolicyLtr170125WithAnxx1.pdf
ATTACHMENT
DUCTCABLELAYINGPLOICYLETTER.pdf
ATTACHMENT
Executionmethodologyforformationtracklevelbridgeapproaches.pdf
ATTACHMENT
Flooringonstaircase.pdf
ATTACHMENT
SurfaceFinishCOPOpenAreaImportantOtherStnsigned.pdf
ATTACHMENT
TectileTilelayoutarrangement.pdf
ATTACHMENT
BLTsplcondition_1.pdf
ATTACHMENT
issuedletterregd_provisionofballastlesstrackintunnels.pdf
ATTACHMENT
StandardLayoutofStationBuilding21062024_compressed.pdf
ATTACHMENT
RDSOletterforflooringonPfstairramp.pdf
ATTACHMENT
GER-50Rev.-2TransitionSystemonBridgeApproach.pdf
ATTACHMENT
RailwayboardletterforuseofstandardRDSOdrawing.pdf
ATTACHMENT
ACS01toIRUSSOR2021-stainlesssteelforchequeredplate.pdf
ATTACHMENT
RBscircularforPassengersAmenities.pdf
ATTACHMENT
Allmerged_compressed.pdf
ATTACHMENT
RDSO-10152-Allmerged.pdf
ATTACHMENT
RDSO-10155-Allmerged.pdf
ATTACHMENT
FOB-Allmerged_1.pdf
ATTACHMENT
RDSO-10158.pdf
ATTACHMENT
RDSO10162.pdf
ATTACHMENT
Hbeamsleeper.pdf
ATTACHMENT
11.COP-RDSO-10502.pdf
ATTACHMENT
RDSO-B-11760-R1NotesforuseofHSFGboltsinBridges_COMPRESSED.pdf
ATTACHMENT
CBS-0045_COMPRESSED.pdf
ATTACHMENT
CBS-0016GAD_Inspectionpfandpedestalforbearing.pdf
ATTACHMENT
CBS-0039RBracketarrangementforpassingofSTcablesparalleltotrack.pdf
ATTACHMENT
M-0001.pdf
ATTACHMENT
CBS-00038-R3ClampingtrayarrangementforpassingofservicecableonOWG.pdf
ATTACHMENT
1.ControlRoomBuildingforSPSSPTSS.pdf
ATTACHMENT
2.GajrahibahriGeneralarrangementofSubsectioningandParallelingPostSSPin225kVATSystemondoublelinesectionforScottConnectedTransformerTSS2_compressed.pdf
ATTACHMENT
ImpBr71_GAD_compressed.pdf
ATTACHMENT
GopadriverDBR_compressed.pdf
ATTACHMENT
GTREPORT_compressed.pdf
ATTACHMENT
MinorBr43.pdf
ATTACHMENT
MinorBr44.pdf
ATTACHMENT
MinorBr45.pdf
ATTACHMENT
MinorBr46.pdf
ATTACHMENT
MinorBr46A.pdf
ATTACHMENT
MinorBr47.pdf
ATTACHMENT
MinorBr48.pdf
ATTACHMENT
MinorBr49.pdf
ATTACHMENT
MinorBr50.pdf
ATTACHMENT
MinorBr51.pdf
ATTACHMENT
MinorBr52.pdf
ATTACHMENT
MinorBr53.pdf
ATTACHMENT
MinorBr54.pdf
ATTACHMENT
MinorBr55.pdf
ATTACHMENT
MinorBr56.pdf
ATTACHMENT
MinorBr57.pdf
ATTACHMENT
MinorBr58.pdf
ATTACHMENT
MinorBr59.pdf
ATTACHMENT
MinorBr60.pdf
ATTACHMENT
MinorBr61.pdf
ATTACHMENT
MinorBr63.pdf
ATTACHMENT
MinorBr64.pdf
ATTACHMENT
MinorBr65.pdf
ATTACHMENT
MinorBr66.pdf
ATTACHMENT
MinorBr67.pdf
ATTACHMENT
MinorBr68.pdf
ATTACHMENT
MinorBr69.pdf
ATTACHMENT
MinorBr70.pdf
ATTACHMENT
Brands_1.pdf
ATTACHMENT
ProtectivescreenonFOBs.pdf
ATTACHMENT
TracksideIndicatorBoardsSignages_compressed.pdf
ATTACHMENT
T1T3T4DBR.pdf
ATTACHMENT
T2DBR.pdf
ATTACHMENT
T1-Contourplan.pdf
ATTACHMENT
T2-Contourplan.pdf
ATTACHMENT
T3-Contourplan.pdf
ATTACHMENT
T4-Contourplan.pdf
ATTACHMENT
T1ApproachPlanP1.pdf
ATTACHMENT
T1ApproachPlanP2.pdf
ATTACHMENT
T4ApproachplanP1P2.pdf
ATTACHMENT
P.Sheet110-115_compressed.pdf
ATTACHMENT
P.Sheet115-120_compressed.pdf
ATTACHMENT
P.Sheet120-125_compressed.pdf
ATTACHMENT
CrosssectionforTunnelNoT1T2T3T4.pdf
ATTACHMENT
GTReportT-01_compressed.pdf
ATTACHMENT
GTReportT-02Cutcover1_compressed.pdf
ATTACHMENT
GTReportT-04_compressed.pdf
ATTACHMENT
GTReportT-03_compressed.pdf
ATTACHMENT
DPIITletterdated19072024_1.pdf
ATTACHMENT
DPIITletterdated16092020.pdf
ATTACHMENT
BAHARISTATIONESP_Approved.pdf
ATTACHMENT
BS-117RScourDepthEstimationCountermeasuresandMonitoringatBridgeCrossings-GuideforEngineers.pdf
ATTACHMENT
BS-118RDSOGUIDELINESONSEISMICDESIGNOFRAILWAYBRIDGES.pdf
ATTACHMENT
BS25RDSOreportonGuidelinesonuseofAdmixturesinConcrete.pdf
ATTACHMENT
BS28MasterListofDrawingsofBridgesStructuresDirectorateRDSO.pdf
ATTACHMENT
BS41-R1PileIntegritytest.pdf
ATTACHMENT
BS110RGuidelineofFabricarionofsteelgirdersforConstructionFieldEngineer.pdf
ATTACHMENT
BS114-Version2RSIanalysis.pdf
ATTACHMENT
BS139GUIDELINESFORFABRICATIONERECTIONLAUNCHINGANDTESTINGOFRDSOSTANDARDBOWSTRINGGIRDERS.pdf
ATTACHMENT
BS141GuidelinesforQualityControlErectionInspectionmaintenanceofPSCGirders.pdf
ATTACHMENT
BS-140GUIDELINESFORFABRICATIONQUALITYCONTROLERECTIONINSPECTIONMAINTENANCEOFFOBs.pdf
ATTACHMENT
BS-80GuidelineforuseofPOT-PTFEbearings.pdf
ATTACHMENT
BS138GUIDELINEFORINSPECTIONMAINTENANCECONSTRUCTIONOFRUBsSUBWAYs.pdf
ATTACHMENT
BS_127R1GUIDELINESONTYPEOFFOUNDATIONSFORRAILWAYBRIDGES.pdf
ATTACHMENT
BS122R1DESIGNBASISREPORTFORIMPORTANTBRIDGES.pdf
ATTACHMENT
BS128R3Guidelinesforcarryingoutofloaddeflectiontestofsteelplateandopenwebandsteel-concretecompositegirders.pdf
ATTACHMENT
BS125Methodstatementforfabricationof45.7mthroughtypeopenwebgirderfor25tloadingdrawingnoB17181series.pdf
ATTACHMENT
BS-S-7.5.3.1.8ZincFlakeCoatingspecification.pdf
ATTACHMENT
BS-111Rev-7GuidelinesforuseofHighStrengthFrictionGripHSFGboltingassemblies.pdf
ATTACHMENT
IRS_Bridge_Rule_ACS_53.pdf
ATTACHMENT
IRSPileWellfoundation_Manual.pdf
ATTACHMENT
EnggCodeUptoACS63Dt.02.08.24.pdf
ATTACHMENT
IRBM2024_compressed_1.pdf
ATTACHMENT
IRCM-Part1.pdf
ATTACHMENT
IRCM-Part2.pdf
ATTACHMENT
IRSArchBridgeCode.pdf
ATTACHMENT
IRSConcreteBridgeCode_compressed.pdf
ATTACHMENT
IRSFoundationSubstructureCode.pdf
ATTACHMENT
IRSSeismicCode-2020__compressed.pdf
ATTACHMENT
IRSSteelBridgeCode.pdf
ATTACHMENT
IRSWeldedBridgeCode.pdf
ATTACHMENT
IRWMCSUPTO12dtd.23.08.24_1.pdf
ATTACHMENT
IRPWMPART1.pdf
ATTACHMENT
IRPWMPART2.pdf
ATTACHMENT
IRPWMPART3.pdf
ATTACHMENT
EPC-1TenderDocumentRevision2-Updated.pdf
CORRIGENDUM
NewEPC-1TenderDocumentRevision2-Updated22.06.25.pdf
CORRIGENDUM
NewEPC1RFPRevision-2-Updated_1.pdf
CORRIGENDUM
GTReportT-04_compressed.pdf
CORRIGENDUM
Tunnel-04GTReportUpdatedon06.06.2025_compressed.pdf
CORRIGENDUM
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .