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| Tender ID | 4569774 |
|---|---|
| Organisation Name | Uttar Pradesh Projects Corporation Limited |
| Tender Brief | Corrigendum : Construction Work Of Cycle Stand At Govt. High School Hussainpur Deelna District Ghaziabad |
| Last Date For Submission | 19th Jun, 2026 |
| Opening Date | 19 Jun, 2026 |
| Document Cost | 3540.00 |
|---|---|
| EMD | 4500.00 |
| Estimated Cost | 218000.00 |
| City | Ghaziabad |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. | 4.68 | CUM |
| 2 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | 2.90 | CUM |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | 3.54 | CUM |
| 4 | R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item | 0.72 | CUM |
| 5 | As in item no. 6 above but for R.C.C. work in Column (Using 1:1.5:3 Mix concrete) (1 cement :1.5 coarse sand :3 stone aggregate) M-20 | 0.59 | CUM |
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