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| Tender ID | 3725841 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Construction Of 10 Rooms Double Storey Building At Hs Upgraded To Hss Chak Kahna (blance Work) (under Ut Capex 2025-26) |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 31 Mar, 2026 |
| Document Cost | 1500.00 |
|---|---|
| EMD | 149000.00 |
| Estimated Cost | 7450000.00 |
| City | Multi city |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 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, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of soil | 6.00 | cum |
| 2 | 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. | 4.00 | cum |
| 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 65.00 | cum |
| 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 26.00 | cum |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 2.50 | cum |
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