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Tender ID
Tender Value
₹99,000
EMD Value
₹1,980
Closing Date
20 Apr 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_307649_2
05 of 2026-27
Open Tender
Civil Works
Percentage
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹200
Executive Engineer PWD RnB Division Banihal
₹1,980
Executive Engineer PWD RnB Division Banihal
10 Apr 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
15 Apr 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 |
|---|---|---|---|---|---|
| 0.0 | 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 | - | cum | - | - |
| 0.0 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah | - | cum | - | - |
| 0.0 | 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) with 30% boulders | - | cum | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
| 0.0 | Carriage of Material by Mechnical Transport and Manual Labour including Loading, including stacking
1. Sand for an avg lead of 50 Km and 300 m by H/L | - | cum | - | - |
| 0.9 | 2. Stone aggregate below 40 mm for an avg lead of 30 Km by MT and 300 m by H/L | - | cum | - | - |
| 0.0 | 3. Stone for an avg lead of 300 m by H/L | - | cum | - | - |
| 0.9 | 4. Cement for an avg lead of 01 Km by MT and 300 m by H/L | - | Tonne | - | - |
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