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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-Finance | ₹1.5 Cr | 1 | Accepted-Finance Responsive. |
Tender Value
₹1.5 Cr
Closing Date
20 May 2026, 5:00 pmClosed
Regional Officer. NHAI JAMMU
House No. 315, Sec 1, Channi Himmat, Jammu, 180015
Construction of 4L of Ramban to Banihal Section of NH1A PKGIII in the UT of Jammu and Kashmir on EPC mode Requirement of Maintenance of Existing Road Parallel to Viaduct 3 invitation of Financial Bids from empaneled agencies. 2nd Call
2026_NHAI_277534_1
NHAI/ROJMU/RFQ/PKGIIIRMBN/02
Limited
Civil Works
30 days
RAMBAN
1 document required · 1 mandatory
₹0
Exempted
26 May 2026
14 May 2026
21 May 2026
14 May 2026
20 May 2026
14 May 2026
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom, on W.M.M. @ 0.25 Kg/sqm.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge, 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom, on W.M.M. @ 0.4 Kg/sqm.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge, 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
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stage.html
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tech_eval.pdf
fin_eval.pdf
finance_324106.pdf
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details.html
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Tendernotice_1.pdf
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NITRFQPKGIIIRMBN2ndcall.pdf
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BOQ.xls
Additional Documents • 0.07 MB
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