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| Tender ID | 4073311 |
|---|---|
| Organisation Name | Uttar Pradesh Projects Corporation Limited |
| Tender Brief | Construction Of Marriage Hall At Vikas Khand- Baberu, Gram Panchyat Miya Barauli, District- Banda |
| Last Date For Submission | 28th Apr, 2026 |
| Opening Date | 28 Apr, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 33000.00 |
| Estimated Cost | 1670000.00 |
| City | Banda |
|---|---|
| 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 30m.(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 30 m.(100 fts.) from the foundation trenches. | 3.630 | CUM |
| 2 | Filling of carted earth | 30.710 | CUM |
| 3 | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation | 9.940 | CUM |
| 4 | Sand filling in plinth excluding supply of necessary quantity of sand from a distance not excceding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work (Labour only). | 5.940 | CUM |
| 5 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
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