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| Tender ID | 4463756 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Vikas Khand Gaur Mein Belwariya Jungle Gram Sabha Mein Kanta Bagiya Se Ramji Soni Ke Makan Tak Cc Marg Ka Nirman Karya |
| Last Date For Submission | 6th Jun, 2026 |
| Opening Date | 08 Jun, 2026 |
| Document Cost | 944.00 |
|---|---|
| EMD | 42000.00 |
| Estimated Cost | 2076000.00 |
| City | Multi city |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements | 47.78 | Cum |
| 2 | Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) | 37.80 | Cum |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) | 47.25 | Cum |
| 4 | Cement Concrete Pavement thickness as per design over a prepared sub base with 43 gauge cement or any other type as per Clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixure of not less than 0.20 cum capacity and approved appropriate weigh batcher using approved mixed design laid in approved fixed side formwork curring of concrete slabs for 14 days curring compounded (where specified) and water finising to lines and grade as per drawing and technical specification clause 1501 | 94.50 | Cum |
| 5 | Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, 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 etc. complete Rate as per S.I.No. 251 (Schedule Rate) | 91.98 | Cum |
4 Days Left