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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | +45.00% | ₹8.4 L | L1 | Admitted-Finance |
Tender Value
₹5.8 L
EMD Value
₹11,600
Closing Date
17 Mar 2026, 4:00 pmClosed
Executive Engineer PWD (RnB) Division Banihal
Executive Engineer PWD (RnB) Division Banihal
Refer to BOQ
2026_PWDJK_305630_4
108 of 2025-26
Open Tender
Civil Works
Executive Engineer PWD (RnB) Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹300
Executive Engineer PWD (RnB) Division Banihal
₹11,600
Executive Engineer PWD (RnB) Division Banihal
19 May 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
12 Mar 2026
Supplying and Stacking at Site Graded Crushed Stone aggregate of size 53 mm to 22.4 mm
Supplying and Stacking at Site Stone Screening of size 13.2 mm (Type A)
Supply and stacking at site Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
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 applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm.
Providing and laying semi- dense 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. 25 mm compacted thickness with bitumen of grade VG- 10 @ 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.
Carriage of Stone aggregate above 40 mm from an avg lead of 20 KM by MT
Carriage of Stone aggregate below 40 mm from an avg lead of 20 KM by MT
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