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Tender Value
₹96.8 L
EMD Value
₹1.9 L
Closing Date
28 Sept 2026, 4:00 pmDue tomorrow
Executive Engineer
PWD RnB Division Bhaderwah
Construction of road from HSS Chakrabhti to SC Mohalla Malla (Chakrabthi) (Under UT Road Sector (New work) Capex Budget 2026-27)
2026_PWDJK_324661_2
e-NIT No. 86 of 2026-27 Dt. 14-09-2026
Open Tender
Civil Works
Percentage
730 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹1,500
Executive Engineer
₹1.9 L
14 Sept 2026
14 Sept 2026
29 Sept 2026
14 Sept 2026
28 Sept 2026
14 Sept 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 80% | 9,716.46 | Cum | 187.3 | ₹18,19,892.96 |
| 2 | 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. Ordinary Rock 15% | 1,821.84 | Cum | 392.8 | ₹7,15,618.75 |
| 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 ) 5% | 607.28 | Cum | 687.1 | ₹4,17,262.09 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 24.08 | Cum | 218.4 | ₹5,259.07 |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 54.02 | Cum | 4,826.5 | ₹2,60,713.05 |
| 6 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Using 20% Plum | 94.6 | Cum | 4,774.46 | ₹4,51,663.92 |
| 7 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 8.15 | Cum | 6,591.25 | ₹53,698.91 |
| 8 | Dumping stone including cost of stones in Horizontal on level | 175.51 | Cum | 937.9 | ₹1,64,609.89 |
| 9 | Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones | 17.28 | Cum | 1,071.15 | ₹18,509.47 |
| 10 | Supply of B.A. wire crates size 20' x 4' x 4' mesh size 4" x 4" dia of mesh 4mm | 4 | Nos. | 5,000 | ₹20,000 |
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