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Construction Of Earth Dam Chi, Belonia - Tender Details
Explore tender information for Construction Of Earth Dam Chi in Belonia, including eligibility, deadlines, and bid specifics.
Public Works Department
Belonia, Tripura, India
NTID 38857767
Opening Date : Thu 6th February, 2025- Closing Date : Thu 6th February, 2025
- ₹ 178408785.00
- NTID 38857767
Construction Of Earth Dam, Chimney Of Under Sluice, Pipe Outlet, Spillway Etc
Key Values: Document Cost: 10000.00 | EMD: 3568176.00 | Estimated Cost: 178408785.00
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
3568176.00 -
Document Cost
10000.00 -
Estimated Cost
178408785.00
BOQ Items Total Items : 38 | Total Qty : 216549.7028
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.l | 6720.00 | Cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | 10373.13 | cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 144.00 | cum |
| 4 | Construction of earthen core wall for embankment/dam of MI Storage with impervious material of permeability 1X10^(-6) or as directed by the authority obtained from borrow pit transporting to site, speading, grading, breaking clods, spraying of water to obtain maximum dry density (corresponding to OMC) to required slope and compacting to meet required OMC (Optimum Moisture Content) by rolling every layer of 20 cm with sheep foot roller having vibrator of minimum 8 tonne with a lift upto 1.5 m and lead upto 1000 m as per direction of Engineer-in-Charge. | 14523.00 | cum |
| 5 | Construction of earthen embankment/ dam of MI Storage with semi pervious material as directed by the authority obtained from borrow pit transporting to site, speading, grading, breaking clods, spraying of water to obtain maximum dry density (corresponding to OMC) to required slope and compacting to meet required OMC (Optimum Moisture Content) by rolling every layer of 20 cm with sheep foot roller having vibrator of minimum 8 tonne with a lift upto 1.5 m and lead upto 1000 m as per direction of Engineer-in-Charge. i) By mechanical means | 78098.00 | cum |
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