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Tender Value
₹2.0 L
EMD Value
₹6,060
Closing Date
29 Sept 2026, 6:00 pm2d left
Executive Engineer Irrigation Division Anantnag
Office of the EXEN ID Anantnag
Checking of leakages B/w of crate construction of retaining wall at RD 18850 mtrs of Dadi Canal
2026_IFC_324985_4
E-NIT No. 19 of 2026-27
Open Tender
Civil Works
Percentage
12 days
ID Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer Irrigation Division Anantnag
₹6,060
17 Sept 2026
17 Sept 2026
30 Sept 2026
17 Sept 2026
29 Sept 2026
17 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. | 17.1 | Cum | 187.3 | ₹3,202.83 |
| 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) | 1.8 | Cum | 5,202.9 | ₹9,365.22 |
| 3 | 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) | 24.2 | Cum | 6,591.25 | ₹1,59,508.25 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns etc. for mass concrete. | 52 | Sqm | 286.35 | ₹14,890.2 |
| 5Carriage of materials from source upto Road site of work by M.T. | |||||
| 5.1 | Cement by an average lead of 05 km. | 8.05 | M.T | 178.43 | ₹1,436.36 |
| 5.2 | Sand by an average lead of 17km. | 11.7 | cum | 370.67 | ₹4,336.84 |
| 5.3 | Stone aggregates 40mm by an average lead of 20km. | 1.62 | cum | 445.64 | ₹721.94 |
| 5.4 | Stone aggregates 20mm by an average lead of 20km. | 21.78 | cum | 409.94 | ₹8,928.49 |
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BOQ_1096893.xls
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corrigendum19202122.pdf
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