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Tender Value
₹279.5 Cr
EMD Value
₹5.6 Cr
Closing Date
29 May 2026, 3:00 pmClosed
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
15/04/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
DYCEC1BPL
17 conditions · 5 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 Rs. ***crore (Rs.***)] 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 para-2.1.13). (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)
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.
iii. (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. O R (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.
For the purpose of this RFP similar nature shall be "Any Mega/ Major bridge work having minimum 45.7m span including manufacturing/fabrication, erection and launching of Girders".
Mandatory Technical Criteria for this tender- 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 04 nos. of Open Web Girders/Bow String Girders with min 45.7m span (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.
6 conditions · 2 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.
The bidders should go through the RFP and Tender document uploaded on this website. The evaluation of the bids will be done in accordance with the conditions and eligibility criteria given in RFP and instructions given in NIT.
Construction of 4 no's Important Bridge and 26 no's Major Bridges in Kalhar - Itarsi section (excluding Budni - Barkhera) in connection with Itarsi - Bina 4th line project in the State of Madhya Pradesh
DYCE-C-BPL1-01-2026~WCR
DYCE-C-BPL1-01-2026
Open
Works - General
730 Days
Bhopal, Madhya Pradesh
₹0
₹5.6 Cr
29 May 2026
16 Mar 2026
15 May 2026
15 Apr 2026
41 items across 3 schedules · ₹1,95,26,64,587.22 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| in excavation by mechanical (Hydraulic Excavator)/Manual foundations and floors of the retaining walls etc. including out, dressing of sides, ramming getting out the excavated back filling in layers with material and consolidation of by ramming and watering etc. all lift, disposal of surplus soil lead of 300m, all types of shoring with all labour and material as per drawing and technical as directed by Engineer in Note: This item will be used for work in connection with other works also like side foundation for OHE masts and miscellaneous structures in with Gauge Conversion, New lines. | — | — | — | — | |
| 1 | of soils | cum | 45629.00 | 212.37 | 96,90,230.73 |
| 2 | (not requiring blasting) | cum | 17675.00 | 451.73 | 79,84,327.75 |
| 3 | (blasting prohibited ) | cum | 10700.00 | 1,262.78 | 1,35,11,746 |
| 4 | and laying in position machine machine mixed and machine Cement Concrete of specified per approved Design Mix in Mobile Concrete Plant at site or RMC approved plants) using 20mm crushed stone aggregate and sand of approved quality in RCC foundation & Pile cap including using Plasticiser in approved (as per IS:9103), to modify without impairing strength durability complete as per and direction of the in charge. Note: 1. Payment for reinforcement and shuttering made extra under relevant item. shall invariably be used in proportion to increase with minimum possible of cement for all grade of Mix Concrete unless it is approved citing reasons for plasticiser at the stage of Mix and in that case deduction shall as per relevant item. | cum | 30724.70 | 3,480.72 | 10,69,44,077.78 |
| and laying in position machine machine mixed and machine Cement Concrete of specified per approved Design Mix in Mobile Concrete Plant at site or RMC approved plants) using 20mm crushed stone aggregate and sand of approved quality for the Reinforced cement concrete elements up to height of 9.0 m foundation top level, including using Plasticiser in approved (as per IS:9103), to modify without impairing strength durability complete as per and direction of the in charge. Note: 1. Payment for reinforcement and shuttering made extra under relevant item. shall invariably be used in proportion to increase with minimum possible of cement for all grade of Mix Concrete unless it is approved citing reasons for plasticiser at the stage of Mix and in that case deduction shall as per relevant item. | — | — | — | — | |
| 5 | & Pier | cum | 23760.22 | 3,550.29 | 8,43,55,671.46 |
| 6 | and Return wall | cum | 16750.00 | 3,550.29 | 5,94,67,357.5 |
| 7 | cap, Pier Cap, Inspection & Pedestal over Pier cap, Fender Diaphragm wall etc. | cum | 3176.64 | 3,585.08 | 1,13,88,508.53 |
| 8 | slab at formation level, Dirt wall at formation level | cum | 250.00 | 3,515.51 | 8,78,877.5 |
| 9 | every increase of 1m or part the height above 9.0 m | cum | 17000.00 | 69.57 | 11,82,690 |
| 10 | and laying Plain Cement 1:3:6 with graded stone of 40mm nominal size, in and floors, retaining walls of including mechanical mixing, pumping and bailing out water ever required with all materials complete but excluding the cement and shuttering as per and technical specifications as by Engineer. | cum | 2000.00 | 3,575.98 | 71,51,960 |
| 11 | and fixing Weep Holes in Wing walls and Return walls new bridges with 110mm dia Type A ISI marked with all men, material, all taxes as per and as directed by Engineer-in-Charge. | Metre | 7500.00 | 319.74 | 23,98,050 |
| providing and installation of in-situ Reinforced Cement piles using Hydraulic piling Rig diameter and length below of specified grade with Design Concrete, using 20mm crushed stone aggregate and sand of approved quality, to carry working load not less than concreting by machine machine mixing, scaffolding, Admixture in approved proportion IS:9103), placing with tremie chipping off of pile top to remove concrete above cut off level etc., and bailing out water complete respect as per approved drawing, and direction of the in charge. Note: 1. Payment for cement, reinforcement shall be extra. 2. Length of the pile for shall be measured up to the RCC pile Cap. 3. Plasticiser invariably be used in approved to increase workability with possible quantity of cement for of Design Mix Concrete unless it approved citing reasons for plasticiser at the stage of Mix and in that case deduction shall as per relevant item. | — | — | — | — | |
| 12 | diameter | Metre | 10000.00 | 9,604.6 | 9,60,46,000 |
| 13 | fabricating and installing casing pipe for bored piles for with specified thickness of including all labour, materials, complete as per approved & specifications complete in all per the direction of Engineer Note: Payment shall be made the weight of circular plate of only. | MT | 950.00 | 1,35,950.59 | 12,91,53,060.5 |
| chiselling in addition to boring if chiselling is required to be to in hard rock or big stone larger than 30cm, manually or other means. | — | — | — | — | |
| 14 | diameter pile | Metre | 850.00 | 5,120.55 | 43,52,467.5 |
| 15 | and casting machine batched, mixed and machine vibrated Concrete of specified grade as approved Design Mix, mixed in Concrete Batching/Mixing Plant at RMC from approved plants, (Cast in bottom/top slab, side wall and sumps haunch filling thrust bed or any other using 20mm graded crushed aggregate and coarse sand of quality of RCC box of any size finishing, Plasticiser in proportions (as per IS:9103), to workability without impairing and durability, complete as per and technical specifications as by Engineer in charge. Note: 1. for cement, reinforcement and shall be made extra under item. 2. Plasticiser shall be used in approved to increase workability with possible quantity of cement for of Design Mix Concrete unless it approved citing reasons at of Mix Design and in that case shall be made as per relevant | cum | 750.00 | 3,828.79 | 28,71,592.5 |
| and shuttering including propping etc. and removal of | — | — | — | — | |
| 16 | of bridge sub-structures, e.g. abutment, wing wall, retaining wall, type foundations, Abutment Cap, Inspection Platform & over Pier cap, Fender wall, wall etc. up to 5m above level | Sqm | 52801.00 | 749.27 | 3,95,62,205.27 |
| 17 | additional height over item no. & 025032 wherever required adequate bracing, propping etc. height of 5 metres for every height of 1 metre or part | Sqm | 25293.00 | 118.44 | 29,95,702.92 |
| using Cement at Worksite | — | — | — | — | |
| 18 | Portland Cement 43 grade brands/makes | MT | 31269.28 | 8,178.81 | 25,57,45,499.96 |
| of steel reinforcement of brands/makes for R.C.C. work straightening, cutting, bending, in position and binding all | — | — | — | — | |
| 19 | Thermo-Mechanically Treated bars of Fe-500D or more of approved | Kg | 9372670.48 | 118.78 | 1,11,32,85,799.61 |
| 20 | and laying of quarry dust consolidation, supply of all labour, lead, lift, tools, plants, of tracks as per drawing and specification as directed by the in charge in case loose slush is at site of foundation before the foundation or laying the media. | cum | 2231.00 | 1,033.01 | 23,04,645.31 |
| Schedule total | ₹1,95,12,70,470.82 | ||||
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nit.pdf
NIT
PS765-769_1.pdf
ATTACHMENT
PS905-910.pdf
ATTACHMENT
PS950-955.pdf
ATTACHMENT
Noticefor1stPrebid.pdf
ATTACHMENT
noticefor2ndprebid1.pdf
ATTACHMENT
IRworksmanualCSUPTO12part3.pdf
ATTACHMENT
IS2770part11967-testingbondinreinforcedconcrete.pdf
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IS12269201353gradeOPC.pdf
ATTACHMENT
IS-91031999SpecificationsforConcreteadmixtures.pdf
ATTACHMENT
IRSOD2022.pdf
ATTACHMENT
IRSWeldedBridgeCode.pdf
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IRSwellpilefoundationcode.pdf
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GE-G-2cuttinginrailwayformation.pdf
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GE-R-73forREstructures.pdf
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IRConstructionManualpart2.pdf
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IS17862008highstrengthdeformedbarwireforconcrete.pdf
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IS2911part42013loadtestonpiles.pdf
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IS-91031999specificationforconcreteadmixtures.pdf
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IS-102622019concretemixproportioningguidelines.pdf
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IS-105002012Potablewater.pdf
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GEG-0017constructionoftunnels.pdf
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IRC83part-22018.pdf
ATTACHMENT
IRC-83part-12015.pdf
ATTACHMENT
IRPwaymanualCorrectedUpToACS-10.pdf
ATTACHMENT
IRSArchBridgeCodeuptoACS9.pdf
ATTACHMENT
IRSBridgeRulesuptoACS_53.pdf
ATTACHMENT
STRformanufacturingsupplyofPOtPTFEbearingElastomericBearings.pdf
ATTACHMENT
IRSConcreteBridgeCode.pdf
ATTACHMENT
IRSfabricationerectionofsteelgirderuptoACS-13.pdf
ATTACHMENT
IS-1893part12002EQresistantdesign.pdf
ATTACHMENT
IRBridgeManual2024part1.pdf
ATTACHMENT
RulesforOpeningofrailwayforPublicCarriageofPassengers.pdf
ATTACHMENT
IRBridgeManual2024part2.pdf
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IRworksmanualCSUPTO12part2.pdf
ATTACHMENT
IS-14981970soilclassificationidentification.pdf
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IS-142682022lowrelaxationstrandforprestreedconcrete.pdf
ATTACHMENT
IS-64031981Breakingcapacityofshallowfoundation.pdf
ATTACHMENT
IRC-83-part-32018.pdf
ATTACHMENT
GE-IRS0004guidelineforrailwayformations.pdf
ATTACHMENT
IS2386Part1-1963testsforaggregateforconcrete.pdf
ATTACHMENT
IS2911part1-22010boredcastinsitupiles.pdf
ATTACHMENT
IRC83part42014.pdf
ATTACHMENT
IRSSubstructurefoundationCode.pdf
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GE-G-0022GuidelinesofCoirGeotextiles.pdf
ATTACHMENT
STRformanufacturingsupplyofelastomericbearingElastomericBearings.pdf
ATTACHMENT
GEG-0016tunnelsafety.pdf
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IS.8002007.pdf
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IS456.2000.pdf
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IRSSeismiccodeACS-2.pdf
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IRworksmanualCSUPTO12part1.pdf
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IRConstructionManualpart1.pdf
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IS2691989OPC33grade.pdf
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IRPWM2024.pdf
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IS516Part1sec12021-methodoftestingforhardendedconcrete.pdf
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IS875part-11987loadsweightofmaterials.pdf
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IS20622011codeforstructuralsteel.pdf
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IS-13432012Prestressedconcrete.pdf
ATTACHMENT
SteelBridgecodeUptoACS24.pdf
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BR.No-925-1_1x12.2mPSCSLAB.pdf
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BR.NO-859-1_3x9.15PSCSLAB.pdf
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BR.No-803-1PSCUGIRDER.pdf
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BR.No-807PSCUGIRDER.pdf
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BR.No-913-1COMPOSITEGIRDER.pdf
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BR.No-947-1_3x12.2mPSCSLAB.pdf
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GADBR.No796-1PSCSLAB.pdf
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GADBR.No802-1.pdf
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PS890-895.pdf
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PS800-805.pdf
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BR.No-757-1PSCUGIRDER.pdf
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2ndprebidreply.pdf
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BR.No-747-1PSCUGIRDER-GAD.pdf
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BR.No-805-1PSCSLAB.pdf
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BR.No-815-2PSCUGIRDER.pdf
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BR.No-817-1_5x18.3mPSCU-GIRDER-SH-01.pdf
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BR.No-868-1PSCSLAB.pdf
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BR.No-869-1_3x12.2mPSCSLAB.pdf
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BR.No-946-1COMPOSITEGIRDER.pdf
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GADBR.No811-1PSCUGIRDER.pdf
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BR.No-886-1_3x24.44x30.52x24.4mCOMPOSITEGIRDER-GAD.pdf
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PS930-935.pdf
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BR.No-841-2_3x18.3mCompositeGirder-SH-01.pdf
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BR.No-902-1_8x18.3mCompositeGirder.pdf
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BR.No-766-1_1x30.5m14x45.7m-SH-01.pdf
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PS745-750.pdf
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PS820-825.pdf
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PS805-810.pdf
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BR.No-907-1_5x12.2mPSCU-GIRDER.pdf
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BR.No-864-1_3x6.1mPSCSLAB.pdf
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BR.No-887-1_1x24.4mCompositeGirder.pdf
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BR.No-919-1_1x12.2mPSCSLAB.pdf
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BR.No-928-1_1x12.2mPSCSLAB.pdf
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BR.No-930-1_1x12.2mPSCSLAB.pdf
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BR.No-933-1GAD-SH-01.pdf
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BR.No-945-1-GADCOMPOSITEGIRDER.pdf
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BR.No-950-1_1x12.2mPSCSLAB.pdf
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PS950-955_1.pdf
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EPCDOC29-4-26.pdf
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RFP29-4-26_1.pdf
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Strictimplementationoflabourlaws.pdf
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PS755-760.pdf
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PS810-815.pdf
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PS815-820.pdf
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PS865-870.pdf
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PS870-875.pdf
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PS875-880.pdf
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PS910-915.pdf
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PS915-920.pdf
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PS925-930.pdf
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PS935-940.pdf
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PS940-945.pdf
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PS955-960.pdf
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PS845-850.pdf
ATTACHMENT
Strictimplementationoflabourlaws.pdf
CORRIGENDUM
EPCDOC29-4-26.pdf
CORRIGENDUM
RFP_2.pdf
CORRIGENDUM
IRworksmanualCSUPTO12part3.pdf
CORRIGENDUM
noticefor2ndprebid1.pdf
CORRIGENDUM
R1TenderdocumentMajorbridgeBinaBPL30326.pdf
CORRIGENDUM
Noticefor1stPrebid.pdf
CORRIGENDUM
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