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Gram Kerma Shyamlal Chaubey Ke, Azamgarh - Tender Details
Explore tender information for Gram Kerma Shyamlal Chaubey Ke in Azamgarh, including eligibility, deadlines, and bid specifics.
Panchayati Raj Department
Azamgarh, Uttar Pradesh, India
NTID 39347097
Opening Date : Thu 27th February, 2025- Closing Date : Tue 25th February, 2025
- ₹ 1441000.00
- NTID 39347097
Gram Kerma Shyamlal Chaubey Ke Ghar Se Rajaram Yadav Ke Ghar Mitti Soling Karya
Key Values: Document Cost: 1180.00 | EMD: 144100.00 | Estimated Cost: 1441000.00
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
144100.00 -
Document Cost
1180.00 -
Estimated Cost
1441000.00
BOQ Items Total Items : 5 | Total Qty : 6007.43
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 1377.00 | Sqm |
| 2 | Construction 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 | 1893.38 | CUM |
| 3 | Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412 | 2524.50 | Sqm |
| 4 | Construction 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 for making patari. | 206.55 | CUM |
| 5 | S/L of 450 mm dia N.P.-3 H.P. | 6.00 | No. |
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