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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹58.8 L
EMD Value
₹1.2 L
Closing Date
20 Apr 2026, 1:00 pmClosed
EXECUTIVE ENGINEER RNB DIVISION URI
EXECUTIVE ENGINEER RNB DIVISION URI
Construction/ widening/ upgradation of road from Dacchi to Upper Dacchi via Khuia
2026_PWDJK_307627_1
eNIT No.04 of 2026-27
Open Tender
Civil Works
Percentage
45 days
URI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
EXECUTIVE ENGINEER RNB DIVISION URI
₹1.2 L
20 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 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. | - | - | - | - |
| 2 | All kinds of soil : | 1 | Cum | - | - |
| 3 | Ordinary Rock | - | Cum | - | - |
| 4 | 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 | - | - |
| 5 | RANDOM RUBBLE MASONRY
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry | 1 | Cum | - | - |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry | - | Cum | - | - |
| 7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | - | Sqm | - | - |
| 8 | Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job. | 1 | Cum | - | - |
| 9 | Labour for backfilling Supply duly hand packed i.e on horizontally behind wall/abutments, for an average lead of 300 meter including all carriage complete as per direction of Engineer Incharge at site. | - | Cum | - | - |
| 10 | Providing and laying of RBM/GSB/Nallah Muck/Quarry Muck including spreading , leveling, dressing and then consolidating with PRR 8-10 Tonne capacity complete job | - | Cum | - | - |
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