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| Tender ID | 4165363 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Construction Work Of Cc Road From House Of Gola Paswan In Village Semari Rampur In District-ballia Development Block-beruarwari Via Dhanpalia House Of Surendra To Pahiya Semri Pradhanmantri Road. (length- 865 M) |
| Last Date For Submission | 13th May, 2026 |
| Opening Date | 13 May, 2026 |
| Document Cost | 3246.00 |
|---|---|
| EMD | 106500.00 |
| Estimated Cost | 5318000.00 |
| City | Azamgarh |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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. | 2416.09 | cum |
| 2 | Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book | 259.50 | cum |
| 3 | Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm | 194.63 | cum |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over aprepared sub base, with 43grade cement or any of ther type as per clause 1501.2.2 M30 (Grade), coarse and fine agregates conforming to IS:383, maximum sixe of coarse aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the form work as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator sand finshed in continuos 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. Curing compound (where specified) and water finishing to line sand grade as per drawing and Technical Specification Clause 1501 | 389.25 | cum |
| 5 | S/F of sign board and photography. | 1.00 | job |
2 Days Left