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| Tender ID | 3699181 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Gram Milak Sikraul Me Bhagwan Singh Ke Ghar Se Govindram Ke Ghar Tak Interlocking And Retaining Wall And Nali Nirman Karya. |
| Last Date For Submission | 27th Mar, 2026 |
| Opening Date | 27 Mar, 2026 |
| Document Cost | 854.00 |
|---|---|
| EMD | 45300.00 |
| Estimated Cost | 2263603.00 |
| City | Multi city |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding meter (20 ) in depth and earth work in enbankment to be in 20cm (8 ) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5 ) lift and 30m (100 ) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100 ) distance as directed by the E/I.Excluding Cost of Royalty SI NO -253 (A) + 3.00 KM | 175.00 | cum |
| 2 | Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P phowereh and basket etc. complete. SI No. 251 | 450.00 | cum |
| 3 | Concrete with the 4 cm guage Brick Ballast, and Fine sand of 1.25 fm and Cement in proportion of 8:4:1 in foundation incluing supply of all materials labour and T&P etc required for proper complition of work S.I N0 -275 | 20.80 | cum |
| 4 | M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. SI NO -305 | 271.90 | cum |
| 5 | 12 mm thick plaster 1:4 in cement and c.sand over brick work min. thickness not to be less then 1.00cm including all materials labour and T&P etc required for proper complition of work S.I.N0 584 | 236.05 | sqm |
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