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| Tender ID | 3752870 |
|---|---|
| Organisation Name | Uttar Pradesh State Industrial Development Authority |
| Tender Brief | Other Infrastructure Components/ Public Toilet/urinals-02 Nos At Industrial Area Naini Prayagraj. |
| Last Date For Submission | 24th Mar, 2026 |
| Opening Date | 24 Mar, 2026 |
| Document Cost | 3235.00 |
|---|---|
| EMD | 171072.00 |
| Estimated Cost | 8553584.00 |
| City | Prayagraj |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) | 90.17 | CUM |
| 2 | 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 | 19.04 | CUM |
| 3 | Same as above but for under floor | 0.90 | CUM |
| 4 | Construction of drain alongwith apron. | 50.60 | Rmt |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.FOOTING-M-25 | 2.47 | CUM |
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