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NTID 47277685
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Inquiry NowConstruction Of Helipad At Dev in Sultanpur - Complete Tender Details
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Public Works Department
Sultanpur, Uttar Pradesh, India
NTID 47277685
- Opening Date : Thu 5th November, 2026
- Closing Date : Thu 5th November, 2026
- ₹ 7500000.00
- NTID 47277685
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
575000.00 -
Document Cost
2714.00 -
Estimated Cost
7500000.00
BOQ Items Total Items : 29 | Total Qty : 11377.989
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | (A) Construction of Helipad Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 4950 | Sqm |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Morth 301. | 202.8 | Cum |
| 3 | Construction of embankment and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement. (Cartage for 2.00 Km. Distance) | 2376 | Cum |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 378.938 | Cum |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 102.966 | Cum |
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