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Inquiry NowBlock Gilaula Ke Gp Meera Mau , MAU - Tender Details
Explore tender information for Block Gilaula Ke Gp Meera Mau in MAU, including eligibility, deadlines, and bid specifics.
Panchayati Raj Department
MAU, Uttar Pradesh, India
NTID 38899896
- Opening Date : Sat 18th January, 2025
- Closing Date : Sat 18th January, 2025
- ₹ 1742438.00
- NTID 38899896
Block Gilaula Ke Gp Meera Mau Me Nauwan Gauri Talab Se Netram Sahu Ke Makaan Ki Ore Cc Karya
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
34849.00 -
Document Cost
3540.00 -
Estimated Cost
1742438.00
BOQ Items Total Items : 6 | Total Qty : 690.97
# | Item | Quantity | Units |
---|---|---|---|
1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. | 425.00 | Sqm |
2 | 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. | 7.50 | Cum |
3 | Providing, laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stage to proper grade and camber, applying and brooming, stone screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 complete as per Technical Specification Clause 405. | 64.97 | Cum |
4 | Construction of un-reinforced, dowel jointed at expansion and construction joints 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 an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 112.50 | Cum |
5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. | 80.00 | Cum |
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