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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹6.9 L+₹66,228.09 (10.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹7.0 L+₹76,132.29 (12.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹7.2 L+₹93,839.79 (15.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹7.2 L+₹96,140.77 (15.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
20 Jul 2026, 4:00 pmClosed
exen r and b watergam
ofc of xen r and b rafiabad
Widening of Seelu Malaganipora road by way of Berm Filling
2026_PWDJK_315379_2
e nit 24 of 2026-27 dated 10/07/2026
Open Tender
Civil Works
Percentage
30 days
rafiabad
NIT
2 documents required · 2 mandatory
₹600
exen r and b rafiabad
₹20,000
23 Jul 2026
10 Jul 2026
21 Jul 2026
10 Jul 2026
20 Jul 2026
11 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 |
|---|---|---|---|---|---|
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:(All kinds of soil) | - | Cum | - | - |
| 3 | Supply and filling of Nallah Muck/Querry Muckincluding consolidation with power road roller of (8-10) capacity etc including all carriage and costs of materials involved complete. | 1 | Cum | - | - |
| 4 | Supply , stacking and laying water Bound Macadum (WBM) of graded stone Aggregate (G-II) with specified stone Aggregate at site of size range (63mm to 45 mm) CRUSHED stone screening/chipping (13.2 mm size type "A" and binding material including consolidation with power road roller of (8-10) capacity etc including all carriage and costs of materials involved complete. | - | Cum | - | - |
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