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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | -2.26% | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 LAdmitted-Finance | -2.00% | ₹4.9 L | L2 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
15 Apr 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Hiranagar
Executive Engineer PWD R and B Division Hiranagar
boq
2026_PWDJK_307152_1
E-NIT No 77 of 2025-26/5329-32/ PWD/HGR Dated 31/03/2026
Open Tender
Civil Works - Others
15 days
HIRANAGAR
nit
7 documents required · 7 mandatory
₹600
Executive Engineer PWD R and B Division Hiranagar
₹10,000
17 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
15 Apr 2026
2 Apr 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 |
|---|---|---|---|---|---|
Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material , labour all leads , lifts and carriage of material by MT/HL. | - | cum | - | - | |
Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mm 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 of 13.2 mm nominal size (Type - A) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications). | - | cum | - | - | |
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 | - | cum | 1,885.95 | - | |
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 @ 0.75 kg/sqm on WBM surface complete and as per directions of Engineer-in-Charge. | - | Sqm | - | - |
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