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NTID 42658197
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Inquiry NowRemodelling And Improvement Of in Biswanath - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Remodelling And Improvement Of" in Biswanath, India.
- Opening Date : Mon 1st December, 2025
- Closing Date : Mon 1st December, 2025
- ₹ 44357427.00
- NTID 42658197
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
887149.00 -
Document Cost
9000.00 -
Estimated Cost
44357427.00
BOQ Items Total Items : 116 | Total Qty : 72884.08
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Restoration and Strengthing of Canal Embankment and Canal Bed | ||
| 2 | Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil | 16385.250 | cum |
| 3 | Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity). | 34444.560 | cum |
| 4 | Construction of C.C. Lining at Canal System (Chainage 180 m to 612.45 m of Left Canal = 432.45 m) | ||
| 5 | Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed. (i) For ordinary soil | 3675.830 | sqm |
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