inputs:
Rising Gradient 1 in 40 0.025
Falling Gradient 0.01
Side Slope(Z) 2
Top width(B) 12m
Computation of formation level
Chainage(m) RL of Ground(m) RL of Formation(m) Gradient
0 101.5 101.75
20 100.9 102.25
40
in
40 101.5 102.75
1
ng
si
60 102 103.25
ai
R
80 102.85 103.75
100 101.65 103.55
120 101.95 103.35
0
10
140 100.7 103.15
in
1
160 101.25 102.95
g
llin
Fa
180 99.9 102.75
200 100.6 102.55
computation of quantity earthwork:
Chainage Length Height Mean Height Central Area Side Area Total Sectional Area Length between two area Quantity
d bd Zd2 bd+zd2 l Filling Cutting
m m m m2 m2 m2 m3 m3
0 0 0.25
20 20 1.35 0.8 9.6 1.28 10.88 20 218 0
40 40 1.25 1.3 15.6 3.38 18.98 20 379.6 0
60 60 1.25 1.3 15 3.125 18.13 20 362.5 0
80 80 0.9 1.1 12.9 2.31 15.21 20 304.23 0
100 100 1.9 1.4 16.8 3.92 20.72 20 414.4 0
120 120 1.4 1.6 19.8 5.44 25.24 20 504.9 0
140 140 2.45 1.9 23.1 7.41 30.51 20 610.22 0
160 160 1.7 2.1 24.9 8.61 33.51 20 670.22 0
180 180 2.85 2.3 27.3 10.35 37.65 20 753.02 0
200 200 1.95 2.4 28.8 11.52 40.32 20 806.4 0
5019