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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.5 LAdmitted-Finance | -2.50% | ₹19.5 L | L1 | Admitted-Finance |
| 2 | L2₹19.7 LAdmitted-Finance | -1.50% | ₹19.7 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Not responsive |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
17 Apr 2026, 4:00 pmClosed
Er Rajesh Kumar
Executive Engineer PWD R and B Division Basohli
Please refer in BOQ
2026_PWDJK_307540_3
e-NIT No.02 of 2026-27 Dated 04-07-2026
Open Tender
Civil Works
30 days
Basohli
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Basohli
₹40,000
24 Apr 2026
8 Apr 2026
18 Apr 2026
9 Apr 2026
17 Apr 2026
10 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 |
|---|---|---|---|---|---|
| 1Providing ,laying,spreading and compacting graded stone aggregate (range 53mm to 0.075mm) to Wet Mix Macadam (WMM) specifications including premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, for all leads and 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 direction of Engineer-n-charge. | |||||
| 2Laying, spreading and compacting stone aggregate of specified sizes to WBM II 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(150mm thick in two layers 75mm thick each layer). 63to 45mm. | |||||
| 3Providing 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 quipipped with electronic sensor to the reqired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineering-in-Charge. a) 50 to 100mm 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 cost of Tack coat). | |||||
| 4Provding and laying Semi dense Bituminous concrete using crused stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher quipipped 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 denisity as per specifications, complete as per directions of Engineer-in-charge. a) 25mm campacted thickness with bituminen 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 cost of Tack coat). | |||||
| 5Engagement Of Earth Excavator 7 H.P. for removal of slips In all kinds of soils. clearance Of side drain and disposal Of outside the periphery of thearea cleared by engaging of tractor trolly wherever required (all inclusive including POI) as per the directions of the Engineer in charge (LMR) | |||||
| 6Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- | |||||
| 6.01 | WBM-II from Billawar Crusher for an average lead of 50.00 Km. | - | Cum | - | - |
| 6.02 | Stone screening from Billawar Crusher for an average lead of 50.00 Km. | - | Cum | - | - |
| 6.03 | Stone / Crusher dust from Billawar Crusher for an average lead of 50.00 Km. | - | Cum | - | - |
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