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NTID 47214209
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💬 Talk to Our Bidding ExpertBetwa Vihar Aawasiya Yojana Me in Jhansi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Betwa Vihar Aawasiya Yojana Me" in Jhansi, India.
Jhansi Development Authority
Jhansi, Uttar Pradesh, India
NTID 47214209
- Opening Date : Mon 2nd November, 2026
- Closing Date : Mon 2nd November, 2026
- ₹ 4336359.00
- NTID 47214209
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
86730.00 -
Document Cost
5900.00 -
Estimated Cost
4336359.00
BOQ Items Total Items : 11 | Total Qty : 2669.47
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. | 18.51 | cum |
| 2 | Earth work in cutting or in Filling 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 30 m. (100') lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in- charge. | 336.6 | cum |
| 3 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches.As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc | 98.8 | cum |
| 4 | Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work | 9.88 | Cum |
| 5 | Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the workAs in item 279 but with 2 cm gauge approved stone ballast, coarse sand & coment in proportion 1.2.4 | 4.94 | Cum |
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