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Tender Value
₹142.1 Cr
EMD Value
₹2.8 Cr
Closing Date
8 Jun 2026, 3:00 pmClosed
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
27/04/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
DY CE CATR
18 conditions · 7 needing a document upload
Financial Capacity: The Bidder shall have a minimum Net Worth (the "Financial Capacity") of 5% of the Estimated cost of this work as per NIT, at the close of the preceding Financial Year.
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 up to the Base month (not to be read with para2.1.13). (i) have received payments for construction of Eligible Project(s), or has executed 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 "Threshold Technical Capacity"). 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)
Completed (executed) or Substantially completed (executed) at least one Eligible Project of Railway Sector as mentioned in clause 2.2.2.4/iii of value of not less than 50% (Fifty) per cent of the Estimated Project Cost. However, in case of Consortium/Joint Venture, the other members of Consortium/Joint Venture (who are not considered for satisfying this technical Capacity under this clause) also must have Completed (Executed) or Substantially completed$ at least one Eligible Project of Railway Sector as mentioned in clause 2.2.2.4/iii of value of not less than 10% (ten) per cent of the Estimated Project Cost.
(a)Completed (executed) or substantially completed$ (executed) at least one similar work of value of not less than [20% (twenty percent)] of the estimated project cost. OR (b)Completed (executed) or substantially completed$ (executed) at least two similar works of value of not less than [10% (ten percent)] of the estimated project cost. Illustration for 'received payments for not less than 75 (seventy-five) per cent':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'.For avoidance of doubt, in above cl. 2.2.2.1(i), (ii) & (iii) the amount of payment received for eligible projects or amount of payments received against PPP project shall be considered for last past 5 (five) previous financial Years and current financial year up to the base month even if project was started earlier than the said reckoned period. The meaning of executed shall be considered as completed or in progress
Technical capacity and financial capacity of bids shall be evaluated as per para 2.2.2 of (Qualification requirements of Bidders) of RFP (attached on IREPS Portal).
Similar nature of work : For the purpose of this RFP similar nature shall be "Any Mega/ Major bridge work having minimum 24.0m span including manufacturing/fabrication, erection and launching of Girders. The bidder should also have experience of execution of substructure of at least one bridge using slip form shuttering.
Mandatory Technical Criteria: The Bidder shall, during the last 5 (five) previous financial years and the current financial year up to the Base month should have completed at least one bridge of 03 spans of size 24.0m and above comprising Composite Girder/Open Web Girders/Bow String Girders, and should also have experience of execution of substructure work of at least one bridge using slip form shuttering (irrespective of cost of work and number of contracts/ no. of bridges) by any member of JV or all members of JV, having minimum 26% share holding in Consortium/Joint Venture for this tender. The entity claiming experience should have held, in the company owning the Eligible Project, a minimum of 26% (twenty six per cent) equity during the entire period for which Eligible Experience is being claimed.
16 conditions · 1 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.
Pre Bid Meeting Monday, April 27 11:00am - 1:00pm Time zone: Asia/Kolkata Google Meet joining info Video call link: https://meet.google.com/jqv-nyyd-qjb
2nd Pre Bid meeting Monday, May 11 11:00am - 12:00pm Time zone: Asia/Kolkata Google Meet joining info Video call link: https://meet.google.com/nuv-ukhs-rdm
It is the responsibility of the tenderer to keep watch on IREPS website regarding Addendum/corrigendum etc (if any) to tender notice up to the date of Bid closing. No separate intimation/ information shall be given in Newspapers or through any other means.
Tenderers are advised to visit the site of work to ascertain all aspects of the site conditions viz accessibility, availability of approach road, nature of the soil, availability of material, labour, water etc. that may be encountered in course of execution of work.
The quoted rates shall be inclusive of all taxes, levies etc (including GST and royalty) leviable by State/Central Govt. or by local authorities. The rate shall be inclusive of all sales / turn over tax, Service Tax including all other cess etc., on contract by respective State Govt.
If any document uploaded on IREPS portal is not legible, the bidder may collect it from the office of Dy CE/C-II/Satna.
EPC tender for Construction of 03 nos Viaducts, 02 nos Animal Crossings in Sakariya Road-Panna section, chain-link fencing (in forest area) in Devendra Nagar-Sakariya Road-Panna section, 03 nos canal crossings and 02 nos RUBs along with retaining wall in Satna- Nagod section and other related miscellaneous works in Satna- Panna New BG rail line project in the State of Madhya Pradesh.
DYCE-C-II-STA-01-2026
DYCE-C-II-STA-01-2026
Open
Works - General
360 Days
Jabalpur, Madhya Pradesh
₹0
₹2.8 Cr
8 Jun 2026
10 Apr 2026
25 May 2026
27 Apr 2026
25 items across 5 schedules · ₹71,55,91,222.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 14406.00 | 212.37 | 30,59,402.22 |
| 2 | Soft rock (not requiring blasting) | cum | 3932.00 | 451.73 | 17,76,202.36 |
| 3 | Hard rock (requiring blasting) | cum | 3401.00 | 846.61 | 28,79,320.61 |
| 4 | Hard rock (blasting prohibited ) | cum | 25525.00 | 1,262.78 | 3,22,32,459.5 |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1693.00 | 3,401.85 | 57,59,332.05 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 1611.00 | 3,625.75 | 58,41,083.25 |
| 7 | 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 | 8581.00 | 3,480.72 | 2,98,68,058.32 |
| 8 | Abutment & Pier | cum | 3777.00 | 3,550.29 | 1,34,09,445.33 |
| 9 | Wing wall and Return wall | cum | 573.00 | 3,550.29 | 20,34,316.17 |
| 10 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 1677.00 | 3,585.08 | 60,12,179.16 |
| 11 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 169.00 | 3,515.51 | 5,94,121.19 |
| 12 | Extra for every increase of 1m or part thereof in the height above 9.0 m | cum | 1889.00 | 69.57 | 1,31,417.73 |
| 13 | 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 | 2589.00 | 319.74 | 8,27,806.86 |
| 14 | Providing and casting 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, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 11812.00 | 3,828.79 | 4,52,25,667.48 |
| 15 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 15349.00 | 194.85 | 29,90,752.65 |
| 16 | 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 | 10026.00 | 749.27 | 75,12,181.02 |
| Schedule total | ₹16,01,53,745.9 | ||||
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nit.pdf
NIT
Sakariya-PannaTenderdoc-final-10.04.26.pdf
ATTACHMENT
Sakariya-PannaRFPupdatedon10.04.2026.pdf
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2026-01-28-RDSO-B-11778-1415_2.pdf
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RDSO-B-11778SERIES_11zon.pdf
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RDSO_B_10155to10155-5_11zon.pdf
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RDSO_B_10155_6to10155-10__11zon.pdf
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24m25TCG11751R3SERIES_11zon.pdf
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30m25TCG11754R3SERIES_11zon.pdf
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BridgeNo-22A.pdf
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BridgeNo-24A.pdf
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BridgeNo-28X.pdf
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AnimalcrossingGAD63400.pdf
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AnimalcrossingGAD65200.pdf
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Satna-Pannaforestlandstage1approvalROBPL.pdf
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Satna-PannalandforeststageIIapprovalROBPL.pdf
ATTACHMENT
Forestguidelines.pdf
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15-20kmProjectSheetNo-43rdrevision.pdf
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20-25kmPROJECTSHEETNO.520-25KM2024IIIREVISED.pdf
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25-30kmProjectSheet.pdf
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10152-Rseries_11zon_1.pdf
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11040seriesRHgirder_compressed_1.pdf
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11042RHgirder_compressed_1.pdf
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17127CBS-0016_2.pdf
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CBS0039R_1.pdf
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CBS-0044_1.pdf
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M0001.pdf
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RDSO-B-11760-R1_compressed.pdf
ATTACHMENT
BS137constructionofRCCBocbyAirpullingmethod.pdf
ATTACHMENT
ClassificationofBrdgesRevisedDefinitiondated11.03.2026.pdf
ATTACHMENT
ChainLinkFencingDrg-Final-6thMar-1.pdf
ATTACHMENT
BS-118RDSOGUIDELINESONSEISMICDESIGNOFRAILWAYBRIDGES_1.pdf
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BS25RDSOreportonGuidelinesonuseofAdmixturesinConcrete.pdf
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BS28MasterListofDrawingsofBridgesStructuresDirectorateRDSO.pdf
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BS41-R1PileIntegritytest.pdf
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BS110R.pdf
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BS114-Version2RSIanalysis.pdf
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BS-117R.pdf
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BS122R1.pdf
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BS125.pdf
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BS128R3.pdf
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BS138-1_compressed.pdf
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BS139.pdf
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BS141.pdf
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BS_127R1.pdf
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BS-80GuidelineforuseofPOT-PTFEbearings.pdf
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BS-111Rev-7.pdf
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BS-140.pdf
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BS-S-7.5.3.1.8ZincFlakeCoatingspecification.pdf
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EnggCodeUptoCorrigendumtoACS63Dt.28.03.2025.pdf
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IRBM_11zon.pdf
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IRCM-Part1.pdf
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IRCM-Part2.pdf
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IRPWMPART1.pdf
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IRPWMPART2.pdf
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IRPWMPART3_1.pdf
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IRSArchBridgeCode.pdf
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IRSFoundationSubstructureCode.pdf
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IRSPileWellfoundation_Manual.pdf
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IRSSeismicCode-2020__compressed.pdf
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IRSSteelBridgeCode.pdf
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IRSWeldedBridgeCode.pdf
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IRS_Bridge_Rule_ACS_53.pdf
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ATWeld_Manual-2022.pdf
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FBWManual-Reprint2022-.pdf
ATTACHMENT
guidlinesforhandlingandstackingofrails_compressed.pdf
ATTACHMENT
IRTMM_compressed.pdf
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ManualforGluedInsulatedRailJointACS-01-1.pdf
ATTACHMENT
SpecificationsforTrackBallastuptoACS-1.pdf
ATTACHMENT
STMM-date27.05.24.pdf
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usfd_new.pdf
ATTACHMENT
finalGuidelinesofCoirGeotextiles28_04_2022.pdf
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GE0004_11zon.pdf
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GE-G-2GUIDELINESFORCUTTINGSinRailwayformation.pdf
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GE-G-4Guidelinesonerosioncontrolanddrainageofrailwayformation.pdf
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SchedulefortechnicalrequirementforfebricationofsteelgirderPartA.pdf
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Schedulefortechnicalrequirementforfebricationofsteelgirderpart-B.pdf
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SPECIF.FORFABRICATIONANDERECTIONOFSTEELGIRDER.pdf
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Specificationforboltingassemblieswithdirectortensionindicatorwashers.pdf
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SPECIFICATIONFORHIGHER-STRENGTHMARTENSITICSTAINLESSSTEELFORBRIDGEANDASSOCIATEDSTRUCTURALAPPLICATIONS.pdf
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SpecificationforPhasedArrayUltrasonicTestingProcedureforButtWeldedjointsinBridgeGirders.pdf
ATTACHMENT
STRFORMANUFACTUREANDSUPPLYOFELASTOMERICBEARING.pdf
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STRFORMANUFACTUREANDSUPPLYOFExpansionJoints.pdf
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STRFORMANUFACTUREANDSUPPLYOFPOT-PTFEbearings.pdf
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IRC-SP-55-2014-1-70.pdf
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IRC-SP-55-2014-71-136.pdf
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IRS-B1.pdf
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IRSOD_INCORPORATED_New.pdf
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RevisedQualityAssurancePlanQAPforExpansionJoint.pdf
ATTACHMENT
BARETHIYAYARDCOMPLETIONESP.pdf
ATTACHMENT
ACS01toIRUSSOR2021-stainlesssteelforchequeredplate.pdf
ATTACHMENT
Executionmethodologyforformationtracklevelbridgeapproaches.pdf
ATTACHMENT
GER-50Rev.-2TransitionSystemonBridgeApproachfinal-1.pdf
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IRICENBook-bridge_bearings_2014.pdf
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IRICENhandbookonSteelStructureFabrication.pdf
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RailwayboardletterforuseofstandardRDSOdrawing.pdf
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TracksideIndicatorBoardsSignages_11zon.pdf
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31B_compressed.pdf
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33A_compressed.pdf
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84A_compressed.pdf
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85_compressed.pdf
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86_compressed.pdf
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60-65km_compressed.pdf
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65-70km_compressed.pdf
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AdvanceCorrectionSlipNo12toIRSCBCissuerevised21052026.pdf
CORRIGENDUM
MeetingofMinutesof2ndPreBidConference.pdf
CORRIGENDUM
ScannedDocument5.pdf
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