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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹35.3 LAdmitted-Finance | -21.54% | ₹35.3 L | L1 | Admitted-Finance |
| 2 | L2₹35.7 LAdmitted-Finance | -20.60% | ₹35.7 L | L2 | Admitted-Finance |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_306595_1
Fresh Short e-NIT No. DRSP/151 of 2025-26 Dated 23-03-2026(3rd Call)
Open Tender
Civil Works
90 days
Bishnah
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹90,000
R S Pura
8 Apr 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Engaging JCB for site clearance/removing malba from road surface/ berm cutting, etc. | |||||
| 2Providing, 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 | |||||
| 3Providing and appllying tack coat using hot straight run bitumen of grade VG-30 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 WBM surface @0.75 Kg/sqm | |||||
| 4Providing 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 (including all leads, lifts and carriage complete). | |||||
| 5Providing & applying tack coat using hot striaght run Bitumen of grade VG-30 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specification on bitumen surface @ 0.50 kg/sqm. | |||||
| 6Providing and laying semi- dense Bituminous concrete using crushedmstone 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- 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. (including all leads, lifts and carriage complete). | |||||
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