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| Tender ID | 4276982 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Construction Of Main Rcc Road And Drain From Sunita Dwar Gate To Shri Brahampal Nagar House In Kanawani. |
| Last Date For Submission | 19th May, 2026 |
| Opening Date | 20 May, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 135000.00 |
| Estimated Cost | 6750000.00 |
| City | Meerut |
|---|---|
| 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 I and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 | 729.51 | Cum |
| 2 | Construction of granular sub base by proiding wel graded material, spreding in uniform layours on prepared 3 surface, mixing by mix in place method and compacting disered density, as per Specification clause 401 | 310.19 | Cum |
| 3 | providing laying spreading and compacting stone aggrigates of specific sizes of water bound mecadem 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 fillup intersticks of coarse aggrigates, watering and compacting to the required density grading 3 as per technical specification clause 405 | 190.48 | Cum |
| 4 | M-150 Brick Work in 1:4 one cement & coase sand in foundation and plinth including supply of all materials labour, Tools & Plants etc. required for proper completion of the work. S.I.No. 305 (a) | 251.85 | Cum |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates 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, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | 380.93 | cum |
Closed