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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | Not Admitted-Fee/PreQual/Technical H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹40.0 L
EMD Value
₹79,960
Closing Date
3 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Macadamization of Bhallra to Diggi Km 5th (Under City and Town Roads 2026-27) (3rd CALL)
2026_PWDJK_315995_2
e-NIT No. 60 of 2026-27 Dt. 14-07-2026
Open Tender
Civil Works
Percentage
30 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹79,960
13 Aug 2026
14 Jul 2026
4 Aug 2026
14 Jul 2026
3 Aug 2026
14 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 |
|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | |||||
| 2 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | - | Cum | 1 | - |
| 3 | 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. G-II | 1 | Cum | 1 | ₹1 |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 1 | Cum | - | - |
| 5Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) | |||||
| 6 | Supplying and stacking at site Good Earth | 1 | Cum | - | - |
| 7 | 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. G-III | 1 | Cum | 1 | ₹1 |
| 8 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm | 1 | Cum | - | - |
| 9Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) | |||||
| 10 | Supplying and stacking at site Good Earth | 1 | Cum | - | - |
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tech_eval.pdf
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