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| Tender ID | 5026785 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Repair Of Katra Siura To Vaivaha Link Road Damaged By Flood In Distt. Shahjahanpur Fin. Year 2025-26 |
| Last Date For Submission | 27th Jul, 2026 |
| Opening Date | 27 Jul, 2026 |
| Document Cost | 944.00 |
|---|---|
| EMD | 241000.00 |
| Estimated Cost | 2410000.00 |
| City | Shahjahanpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1200.00 | Cum |
| 2 | 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 Specification Clause 401. | 118.60 | Cum |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 with 45 -63 mm stone ballast as per Technical Specification Clause 405) | 14.06 | Cum |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) | 14.06 | Cum. |
| 5 | Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4 "deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. As Per SI No.-765 | 0.10 | Km |
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