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| Tender ID | 4187759 |
|---|---|
| Organisation Name | Directorate Of Local Bodies |
| Tender Brief | Corrigendum : Construction Cc Road And Coverd Drain Old Office To Said Pur Sampark Mag Ward 01 Sanrravidas Nagar |
| Last Date For Submission | 30th May, 2026 |
| Opening Date | 30 May, 2026 |
| Document Cost | 3048.00 |
|---|---|
| EMD | 258328.00 |
| Estimated Cost | 2583281.00 |
| City | Ayodhya |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in Excavation in foundation in ordinary soil including lead upto 30m & lift upto 1.50m & filling watering of excavated earth into the trenches or space between the sides of foundation & building.(S.I.no.251) | 166.50 | cum |
| 2 | Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. Si No. 273 | 42.00 | cum |
| 3 | Class -150 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 proper completion of the work. Si No. 305B | 80.73 | cum |
| 4 | Construction of granular sub-base by providing Well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401 | 95.25 | cum |
| 5 | Cement Concrete pavement thickness as per design over a prepared sub base with M 30 grade cement or any other type as per clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixture of not less than 0.20 cum capacity and approved appropriate weight 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 | 114.30 | cum |
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