Q.MAY2011. work out the earthwork quantities in embankment and cutting for length of 600m. the perticulars are: formation width=20m,side slope:in embankment=2:1(H:V),in cutting=1.5:1(H:V) there is no transverse slope. rising gradient of 1:250 upto 250m chainage, rising gradient of 1:100 upto 600m chainage.