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| Tender ID | 4080172 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Under District Jaunpur, Construction Of Cc Road Block Kerakat Village Sohni (barbaspur) To Iswar Dev, Lot No 76 |
| Last Date For Submission | 8th May, 2026 |
| Opening Date | 08 May, 2026 |
| Document Cost | 856.00 |
|---|---|
| EMD | 28060.00 |
| Estimated Cost | 1403000.00 |
| City | Jaunpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Work | ||
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & embankment to be constructed from earth obtained by excavation vide all complete as per MoRD S.I.No. 3.5(ii) | 181.50 | Cum |
| 3 | Construction of granular sub-base by providing well graded material , spreading in uniform layers with moter graded on prepared surface ,mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achive the desired density, complete as per Technical Specification Clause. 401. | 82.50 | Cum |
| 4 | Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled smooth roller 80-100 KN in stages to proper grade and camber applying and brooming requisite type of screening/binding materials to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause . MoRD Spec. 405 Chapter 4 SI.No. 4.7 | 56.25 | Cum |
| 5 | Construction of un-reinforced, plain cement concrete pavement thickness as per design over a prepared sub base with 43 Grade cement or any other type as per clause 1501.2.2. M 30 (Grade) coarse and fine aggregates conforming to IS :383, maximum size of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side form work ( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plate, including levelling the formwork as per Drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,construction, joints, applying debonding strips, primer, sealent, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 112.50 | Cum |
14 Days Left