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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.1 LAdmitted-Finance R O WARD NO 03 KATHUA DISTRICT KATHUA | L1 | Admitted-Finance | ||
| 2 | L2₹32.6 L+₹50,774.01 (1.58%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹39.1 L
EMD Value
₹78,120
Closing Date
27 Jul 2026, 4:00 pmClosed
Er. Mohd Qasim
Executive Engineer PWD R and B Division Billawar
Please refer in BOQ
2026_PWDJK_316901_2
e-NIT No 56 of 2026-27 dated 20-07-2026
Open Tender
Civil Works
Percentage
90 days
Billawar
Please refer Tender documents
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Billawar
₹78,120
3 Aug 2026
20 Jul 2026
28 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 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 |
|---|---|---|---|---|---|
| 1 | Engagement of Earth Excavator 75 H.P. for Removal of Slips in all kinds of Soils, Clearance of Side drain and disposal of Same outside the periphery of the area cleared by engaging of tractor/trolly whereever required (All inclusive including pol) as per the direction of the Engineer-in-Charge (LMR) | 17.5 | HRS | 1,200 | ₹21,000 |
| 2 | Providing ,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-in-charge. | 150 | CUM | 1,885.95 | ₹2,82,892.5 |
| 3 | Provding 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) 30mm 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). | 8,700 | SQM | 414 | ₹36,01,800 |
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