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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance | -1.11% | ₹5.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 LAdmitted-Finance | -1.00% | ₹5.9 L | L2 | Admitted-Finance |
| 3 | L3₹6.0 LAdmitted-Finance | -0.50% | ₹6.0 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Updated dates
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Hiranagar
Executive Engineer PWD R and B Division Hiranagar
boq
2026_PWDJK_304821_1
E-NIT No 71 of 2025 26/ 4750 -53 / PWD/HGR Dated 28/02/2026
Open Tender
Civil Works - Roads
60 days
HIRANAGAR
nit
8 documents required · 8 mandatory
₹600
Executive Engineer PWD R and B Division Hiranagar
₹12,000
2 Apr 2026
28 Feb 2026
31 Mar 2026
28 Feb 2026
30 Mar 2026
28 Feb 2026
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete 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 Drum Type Hot Mix Plant of 60-90 TPH capacity 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 including tack coat @ 0.50 kg/sqm on BT surface complete and as per directions of Engineer-in-Charge.
Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity
JCB engaged for Diverting of water/dewatering/perparing temporary passage.
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