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Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
3 Aug 2026, 4:00 pm
Executive Engineer
PWD RnB Division Bhaderwah
Completion of road from Tery Bus Stand to Chandi Mata Mandir
2026_PWDJK_317499_1
e-NIT No. 65 of 2026-27 Dt. 23-07-2026
Open Tender
Civil Works
Percentage
45 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
₹40,000
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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 2 | 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 | - |
| 3 | 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) | 1 | Cum | 1 | ₹1 |
| 4Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | |||||
| 6Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| 7Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | |||||
| 8 | 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. (G-I) | - | Cum | 1 | - |
| 9Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm | |||||
| 10 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) | 1 | Cum | - | - |
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