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Tender Value
₹2.0 L
EMD Value
₹3,920
Closing Date
27 Aug 2026, 4:00 pm3d left
XEN REW Kathua
XEN REW Kathua
Constt of Lane and Drain at Mohalla Khabli Ward No-09, Pyt. Dher, Block Billawar.
2026_RDPR_321597_5
e-NIT No.189/REW/K of 2026-27 Dated 20/08/2026 2nd call
Open Tender
Civil Works
Percentage
90 days
Billawar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹3,920
20 Aug 2026
20 Aug 2026
28 Aug 2026
20 Aug 2026
27 Aug 2026
20 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 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, | 27 | sqm | 256.85 | ₹6,934.95 |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 3.96 | cum | 4,826.5 | ₹19,112.94 |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 Mix using 20% boulders. | 24.78 | cum | 4,774.46 | ₹1,18,311.12 |
| 4 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete | 34.85 | sqm | 346.7 | ₹12,082.5 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundation. | 92.93 | sqm | 286.35 | ₹26,610.51 |
| 6 | 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. | 10.62 | cum | 218.4 | ₹2,319.41 |
| 7 | Carriage of Sand + Agg 6.0 km by MT | 33.97 | cum | 229.1 | ₹7,782.53 |
| 8 | Carriage of Stone 3.0 km by MT | 4.95 | cum | 192.35 | ₹952.13 |
| 9 | CIB | 1 | no | 2,000 | ₹2,000 |
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