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| Tender ID | 4463632 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Gram Badgo Mein Ziladhikari Awas Krishi Bhawan Ke Aage Manniya Mukhyamantri Ji Ke Composit Vidyalaya Tak Ke Sadak Tatha Sadak Ke Dhono Taraf Pathway(interlocking) Karya Ka Nirman Karya |
| Last Date For Submission | 6th Jun, 2026 |
| Opening Date | 08 Jun, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 85000.00 |
| Estimated Cost | 4272000.00 |
| City | Basti |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loamclay or sand) 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 the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowereh and basket etc.complete. As Per PWD SI No. 251 | 126.00 | Sqm |
| 2 | Concrete with 4cm. Gauge brick ballast, fine sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As Per PWD SI No. 273 | 25.76 | Cum |
| 3 | Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. As Per PWD SI No. 305(B) | 96.60 | Cum |
| 4 | Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. With Cartage 1 Km As Per Pwd SI No. 253 | 698.25 | Cum |
| 5 | GSB Grade-1 Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 12.50cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 and as per direction of E/I. | 280.00 | Cum |
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