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| Tender ID | 4195140 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Gram Sabha Patra Ke Tola Fakrirana Mein Gorakhpur Pipraich Marg Se Rajkiya Ayurvedic Chikitisalya Tak Cc Road Ka Nirman |
| Last Date For Submission | 12th May, 2026 |
| Opening Date | 13 May, 2026 |
| Document Cost | 896.00 |
|---|---|
| EMD | 58420.00 |
| Estimated Cost | 2921000.00 |
| City | Gorakhpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | WBM Grading - 3 Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405 and as per direction of E/I. | 129.940 | cum |
| 2 | 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 1501.2.2M 30 (Grade), coarse and fine aggregate 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501 | 236.250 | Cum |
| 3 | Construction of subgrade and earthed shoulders 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 table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 | 203.960 | cum |
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