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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹49.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹49.9 L+₹53,406.17 (1.08%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹55.9 L+₹6.6 L (13.4%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹60 L
EMD Value
₹1.2 L
Closing Date
24 Jun 2026, 6:00 pmClosed
xen
kalakote
Macadamization of Solki to Panhar road
2026_PWDJK_312513_3
eNIT No 19 of 2026/27 Dated 15/06/2026
Open Tender
Civil Works
Percentage
60 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
xen
₹1.2 L
30 Jun 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 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 | Scarifying the existing bituminous road surface to a depth of 50mm and
disposal of scarified material within all lifts and lead upto 1 km (by
mechanical means). | 3,000 | sqm | 5.55 | ₹16,650 |
| 2 | Drain/Slip In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m | 325 | cum | 331.15 | ₹1,07,623.75 |
| 3 | Supplying and stacking at site Graded crushed stone aggregate of size 63 to 45mm | 445 | Cum | 1,204.15 | ₹5,35,846.75 |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 53 to 22.5 mm | 225 | Cum | 1,204.15 | ₹2,70,933.75 |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm | 68 | Cum | 1,204.15 | ₹81,882.2 |
| 6 | Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm | 51 | Cum | 1,204.15 | ₹61,411.65 |
| 7 | Good Earth | 36 | Cum | 281.3 | ₹10,126.8 |
| 8 | Supplying and stacking of stone Dust | 18 | Cum | 770 | ₹13,860 |
| 9 | 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 | 198 | Cum | 1,885.95 | ₹3,73,418.1 |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade –
VG-10, 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 W.B.M. @ 0.75 Kg/sqm | 4,500 | sqm | 74.35 | ₹3,34,575 |
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BOQ_1011653.xls
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