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Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
18 Sept 2026, 6:55 pm6d left
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_324378_13
e-NIT No. 109 of REW Poonch 2026-27 Dated 11-09-2026
Open Tender
Civil Works
Percentage
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Division Poonch
₹6,000
11 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
18 Sept 2026
11 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 excavation by manual means 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, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : | 10.7 | cum | 479.3 | ₹5,128.51 |
| 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) | 2.53 | cum | 4,826.5 | ₹12,211.04 |
| 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:1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) with 30% stone | 50.66 | cum | 4,294.37 | ₹2,17,531.31 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 75.08 | sqm | 286.35 | ₹21,499.16 |
| 5 | 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. | 10.14 | cum | 218.4 | ₹2,214.58 |
| 6 | Carriage of Sand agg. By 12 KM by mt & 200 mtr. By H/L | 51.69 | CUM | 636.96 | ₹32,924.46 |
| 7 | Carriage of Stone 100 mtr by H/L | 15.2 | cum | 493.08 | ₹7,494.82 |
| 8 | Add cot of CIB | 1 | No | 1,000 | ₹1,000 |
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