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| Tender ID | 4029582 |
|---|---|
| Organisation Name | Himachal Pradesh Irrigation And Public Health Department |
| Tender Brief | (h.p) (sh- Construction of Rcc Sump Well Cum Storage Tank Rectangular 84000 Ltr. Capacity And Protection Of Proposed Sump Well Cum Storage Tank And Existing Delivery Tank Near Pump House Parodhar) Under Pdna |
| Last Date For Submission | 22nd Apr, 2026 |
| Opening Date | 22 Apr, 2026 |
| Document Cost | 350.00 |
|---|---|
| EMD | 16971.00 |
| Estimated Cost | 848552.00 |
| City | Multi city |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | 54.50 | Cum |
| 2 | Providing and laying cement concrete 1:6:12 (1cement:6 sand:12graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | 4.23 | Cum |
| 3 | Providing and laying cement concrete 1:4:8 (1cement:4 sand:8graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. | 5.43 | cum |
| 4 | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement in foundation and plinth with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - | 5.43 | Cum |
| 5 | Walls ( any thickness but not less than 0.1 m thickness )attachement pillasters,buttresses,plinth and string courses etc. from top of foundation level upto floor to level with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | 15.58 | Cum |
4 Days Left