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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹11.0 L+₹2.0 L (21.7%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹11.0 L+₹2.0 L (22.1%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹11.3 L+₹2.3 L (25.0%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹12.8 L+₹3.8 L (41.7%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
25 Jun 2026, 6:00 pmClosed
xen
kalakote
Construction of Synthetic Volley ball court and land levelling at HSS Soulki.
2026_PWDJK_312010_2
eNIT No. 18 of 2026/27 Dated 09/06/2026
Open Tender
Civil Works
Percentage
60 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹30,000
29 Jun 2026
10 Jun 2026
27 Jun 2026
10 Jun 2026
25 Jun 2026
10 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 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. 1 All kinds of soil :70% O.R 30% | 210 | Cum | 248.95 | ₹52,279.5 |
| 2 | Treatment of soil using chemical like round up for anti weeding laid in holes @300mm c/c and consumption @600 ml 10 sqm NSI | 372 | sqm | 50 | ₹18,600 |
| 3 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity
including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 372 | sqm | 2.8 | ₹1,041.6 |
| 4 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 56 | cum | 276.6 | ₹15,489.6 |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 37 | cum | 1,204.15 | ₹44,553.55 |
| 6 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm | 26 | cum | 1,204.15 | ₹31,307.9 |
| 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. | 63 | cum | 768.15 | ₹48,393.45 |
| 8 | Supplying and stacking at site Graded crushed stone aggregate of size 11.2mm nominal size (type A+B) | 11 | cum | 1,204.15 | ₹13,245.65 |
| 9 | Supplying and stacking crusher dust at site | 5 | cum | 770 | ₹3,850 |
| 10 | Providing and applying tack coat using hot straight run bitumen of
grade – VG-30, 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.
16.38.1 On W.B.M. @ 0.75 Kg/sqm. | 372 | sqm | 75.75 | ₹28,179 |
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