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| Tender ID | 3990793 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | New Construction Of Gram Panchayat Semari Jagannathganj To Nayakheda Village Hote Hue Kachhiyara Mini Stadium |
| Last Date For Submission | 20th Apr, 2026 |
| Opening Date | 20 Apr, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 560000.00 |
| Estimated Cost | 7200000.00 |
| City | RaeBareli |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5 | 3310.00 | Cum. |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 348.00 | Cum. |
| 3 | 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 as per MORD specification 401 | 560.00 | Cum. |
| 4 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical Specification clause 405. | 70.00 | Cum. |
| 5 | Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a leyer of sub-base. | 98.50 | Cum. |
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