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Tender Value
₹3.0 L
EMD Value
₹5,900
Closing Date
28 Aug 2026, 6:00 pm3d left
Executive Engineer Flood Control Division Kakapora
Flood Control Division Kakapora near police station
Construction of F.P Work by way of laying of Concrete wall on both side of F.P Bund of River Jhelum at Lethpora upstream Hajibal Bridge
2026_IFC_319962_9
E-NIT No 06 of 2026-27
Open Tender
Civil Works
Percentage
20 days
Kakapora
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Chief Engineer Irrigation and flod control
₹5,900
Yes
7 Aug 2026
7 Aug 2026
29 Aug 2026
7 Aug 2026
28 Aug 2026
7 Aug 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 : | 188.38 | cum | 187.3 | ₹35,283.57 |
| 2 | P/L in position stone soling including supply of stone boulder ( Nallah) nominal size 225mm. | 4.13 | cum | 937.9 | ₹3,873.53 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 54 | sqm | 286.35 | ₹15,462.9 |
| 4 | Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs and steps etc | 25.2 | sqm | 628.95 | ₹15,849.54 |
| 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) | 1.62 | cum | 5,202.9 | ₹8,428.7 |
| 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) | 31.68 | cum | 5,733.6 | ₹1,81,640.45 |
| 7 | 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 | 105.22 | cum | 218.4 | ₹22,980.05 |
| 8 | carriage of materials by mechnical transport : stone agg. 40mm Average 05 km | 1.46 | cum | 218.19 | ₹318.56 |
| 8.1 | Stone agg. 20mm Average 05 km | 28.51 | cum | 200.74 | ₹5,723.1 |
| 8.2 | Sand from average 02 km | 14.99 | cum | 147.44 | ₹2,210.13 |
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