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Work out the Earthwork quantities in embankment and cutting for the chainage length of 600 meters.
written 5.6 years ago by gravatar for teamques10 teamques10 ★ 64k modified 23 months ago by gravatar for pedsangini276 pedsangini276 • 4.7k

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

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Estimate the cost of Earthwork by considering existing District Schedule.
quantity survey estimation and valuation
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written 5.6 years ago by gravatar for teamques10 teamques10 ★ 64k

Using Mean Area Method

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Volume $=\frac{A1+A2}{2}$ & Area= Bd + Sd²

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Abstract Sheet

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Total = 1501572+1251310+14438916= Rs. 17191798
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