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Work out the Earthwork quantities in embankment and cutting for the chainage length of 600 meters.
written 6.1 years ago by | modified 2.5 years ago by |
The Particulars are :
Formation width = 20 m, side slopes in embankment =2:1 (H:V) & in cutting =1.5:1 (H:V)
There is no transverse slope
Rising Gradient of 1:250 upto 250 m chainge
Rising gradient of 1:100 upto 600m chainage
Estimate the cost of Earthwork by considering existing District Schedule.
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