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NTID 44461466
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💬 Talk to Our Bidding ExpertBelwa Bahuta Me Bajrangi Lal T in Gonda - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Belwa Bahuta Me Bajrangi Lal T" in Gonda, India.
Director Cum Chief Engineer RED
Gonda, Uttar Pradesh, India
NTID 44461466
- Opening Date : Thu 19th March, 2026
- Closing Date : Thu 19th March, 2026
- ₹ 991393.00
- NTID 44461466
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
BOQ Items Total Items : 7 | Total Qty : 391.9
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Civil Work: | ||
| 2 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30m. (100") lead. The earth from cutting to be used in making embankment or to be deposited material required compected as direct by Engineer-in-charge. As per SI No. 253 | 251.020 | CUM |
| 3 | Construction of granular sub-base 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. | 29.330 | CUM |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 35.550 | 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 M 30 (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 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 as approved curing od concrete shalavs slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 67.500 | CUM |
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