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| Tender ID | 3895224 |
|---|---|
| Organisation Name | Uttar Pradesh State Construction And Infrastructure Development Corporation Limited |
| Tender Brief | Corrigendum : Vill. Baroda Janpad Jhansi Me Talab Gata No. 447 Se Gaon Taraf R.c.c. Nala Nirman Karya Under Scheme B.v.n. 2025-26 Hon Ble Shri Babulal Tiwari Ji, Mlc Jhansi |
| Last Date For Submission | 13th Apr, 2026 |
| Opening Date | 13 Apr, 2026 |
| Document Cost | 1062.00 |
|---|---|
| EMD | 20000.00 |
| Estimated Cost | 0.00 |
| City | Jhansi |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | RCC Nala | ||
| 2 | Excavation in foundation in ordinary soil (loam caly, or sand). Including lift upto 1.5 mt. (5 ft.) and lead upto 30 mt. (100 fts.) and including filling waterning and raiming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and dispsal of surplus earth as directed by the engeeneer in-charge upto a distance of 30 mt. from the foundation and trenches. Drain + Sitting Chamber + Collection Chamber | 232.875 | cum |
| 3 | Concrete with 4 mm. (1.5") gauge Stone ballast fine local sand of 1.25 Fitness modulouse and cement in Proportion of 1:3:6 , in foundation and under floors including supply of all materials labour and T&P etc. required for proper completion of the work. (1:3:6) Drain + Sitting Chamber + Collection Chamber | 14.569 | cum |
| 4 | RCC work with Cement, approved coarse sand, 20 mm gauge stone grit in the proportion 1:1.5:3 including centering and shuttering, lab, mat, and T&P all complete but excluding supply of reinfgorcement and its bending Drain Wall + Drain Bottom + Haunching (0.5x.15x.15= ) + Drain Cover + Slab Culvert + Silting & Collection chamber Long Walls + Silting chamber & Collection Short Walls + Silting chamber Cover + Collection Chamber Cover | 74.592 | cum |
| 5 | Mild Steel or iron work in RC/Brick work including cutting and bending for proper completion of the work etc. all complete. (S.I. No. 504) 1.0% Qty of rcc work = 1.0x7850x% | 5855.472 | Kg |
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