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Tender Value
₹4.8 L
EMD Value
₹9,680
Closing Date
31 Jul 2026, 4:00 pm5d left
Er Vinod Raina
Executive Engineer Irrigation Division Bhaderwah
Up-gradation/improvement of Neroj khul, Sarna khul, Kharothi khul and Panwara Malani khul at spots
2026_IFC_317311_5
eNIT 10 of 2025-26 dated 22.07.2026
Open Tender
Civil Works
Percentage
30 days
Bhaderwah
as per eNIT
2 documents required · 2 mandatory
₹600
Executive Engineer Irrigation Division Bhaderwah
₹9,680
22 Jul 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
31 Jul 2026
22 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 manual means 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 : | 37.4 | M³ | 592.9 | ₹22,174.46 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 18.91 | M³ | 5,733.6 | ₹1,08,422.38 |
| 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: | 36.36 | M³ | 5,402.9 | ₹1,96,449.44 |
| 4 | 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) | 2.75 | M³ | 6,591.25 | ₹18,125.94 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 34 | M² | 286.35 | ₹9,735.9 |
| 6 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) 50 % dry and 50% wet | 19.25 | M3 | 147.98 | ₹2,848.62 |
| 7 | Carriage of sand and 20 mm aggregate from crusher to site of work average distance of 45 km by MT and 0.5 km by head load | 43.11 | M³ | 1,279.82 | ₹55,173.04 |
| 8 | Carriage of stones average distance of 1.5 km by head load | 41.09 | M³ | 1,726.68 | ₹70,949.28 |
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