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NTID 45088478
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💬 Talk to Our Bidding ExpertConstruction Of A Deep Crossin in Balrampur - Complete Tender Details
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Director Cum Chief Engineer RED
Balrampur, Uttar Pradesh, India
NTID 45088478
- Opening Date : Mon 25th May, 2026
- Closing Date : Mon 25th May, 2026
- ₹ 3573000.00
- NTID 45088478
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
71000.00 -
Document Cost
860.00 -
Estimated Cost
3573000.00
BOQ Items Total Items : 10 | Total Qty : 1019.65
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation in ordinary soil in foundation as per SI no.251 | 128.52 | Cum |
| 2 | Construction of granular sub-base (grading-1) 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, complete as per Technical Specification Clause 401. | 85.47 | Cum |
| 3 | Providing & laying spreading and compacting stone aggregates of 22.4-53 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with three wheel 80-100 kn static roller in stages to proper grade & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. | 51.28 | Cum |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1501.2.2 M.25 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 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, admixtyres 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 Specifiaction Clause 1501 | 72.00 | Cum |
| 5 | E/W in Filling in embankment in ordinary soil.e As si.no.253 | 223.96 | Cum |
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