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Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
3 Aug 2026, 4:00 pm
Executive Engineer
PWD RnB Division Bhaderwah
PMGSY road Janglwar Sarsi Km 12th to Satwas
2026_PWDJK_317467_11
e-NIT No. 64 of 2026-27 Dt. 23-07-2026
Open Tender
Civil Works
Percentage
60 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
₹30,000
23 Jul 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
3 Aug 2026
23 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 |
|---|---|---|---|---|---|
| 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. All kinds of soil (75%) | 1 | Cum | - | - |
| 2Earth 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. Ordinary Rock (15%) | |||||
| 3 | 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. Hard Rock (Requiring Blasting ) (10%) | 1 | 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 | 1 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 1 | - |
| 6 | 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) | - | Cum | 1 | - |
| 7Dry random rubble masonry with hard stone in foundation and plinth Without bond stone | |||||
| 8Providing 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 | |||||
| 9 | Dumping stone including cost of stones in Horizontal on level | - | Cum | 1 | - |
| 10Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | |||||
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