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Tender Value
₹4.7 L
EMD Value
₹9,434
Closing Date
10 Jun 2026, 4:00 pm4d left
ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of Drain FHO Nisar Ahmad Shaksaz and others upto the house of Abid Ahmad Shaksaz and others at Bidder
2026_PWDJK_311549_4
ENIT14DivisionVailoo25-26
Open Tender
Civil Works
15 days
vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Yes
office of the ExEn Div Vailoo
₹9,434
4 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 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: | - | Cum | - | - |
| 2 | P/L dry stone soling hand packed Incl. carriage | - | Cum | 0.2 | - |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum | 0.4 | ₹0.4 |
| 4 | 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) | 1 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundation, Footings, bases for columns | 1 | Sqm | 0.8 | ₹0.8 |
| 6 | P/L of 40 mm thick concrete flooring in 1:2:4 mix incl. carriage of materials | 1 | Sqm | 0.2 | ₹0.2 |
| 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. | - | Cum | 0.6 | - |
| 8 | Carriage of Cement by mechanical transport from source of suppy upto site of work, Coarse aggregate 24 Kms lead and a Head load of 200 mtrs | - | Cum | 0.6 | - |
| 9 | Carriage of material by Head Load upto site of work, at a Head load of 200 mtrs | - | MT | 0.8 | - |
| 10 | Add cost for sign board , incl installation ,painting, writing and photographs charges and other unfORESEENS. (To be paid as per actual) | - | job | 0.6 | - |
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