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| Tender ID | 4952721 |
|---|---|
| Organisation Name | Public Health Engineering Department |
| Tender Brief | Corrigendum : Construction Of Sedimentation Tank At Affani 02 Nos Under District Capex 2026-27 |
| Last Date For Submission | 12th Aug, 2026 |
| Opening Date | 12 Aug, 2026 |
| Document Cost | 600.00 |
|---|---|
| EMD | 8000.00 |
| Estimated Cost | 400000.00 |
| City | Kishtwar |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | 6.498 | Cum |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1.872 | Cum |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1.215 | Cum |
| 4 | 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) | 4.725 | Cum |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 , landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size | 0.699 | Cum |
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