土方工程量计算表

路基填方工程量计算表

承包单位：江苏省交通工程集团 有限公司监理单位：江苏东南交通工程咨询监理有限公司施工路段:桩号 合同号：编 号：

层次:区NO.计量填方底面标高(m)左21.53921.53921.221.50221.52521.53221.43221.532中21.58221.58221.48021.021.52721.56221.52421.524右21.57021.57021.51721.59221.55721.53221.45221.452左22.70322.32522.35922.39322.41122.39522.38522.385填方顶面标高(m)中22.80122.55722.55922.922.56522.53522.51122.511右22.86922.75322.65522.59922.57522.50522.44522.445填方平均厚度(m)1.2270.9811.0110.9690.9810.9360.9780.944填方宽度(m)顶宽46.046.97247.32847.68748.03748.9.049.336底宽49.739.91650.36250.59450.97951.35551.97852.169平均宽度47.8.44448.849.14149.50849.95150.51250.753SX-XY4

K26+086-K26+2155%灰土填方设计顶面左横坡左宽左边坡（%）(m)3.03.03.03.03.03.03.03.01.501.501.501.501.501.501.501.501717171717171717左高程（m）26.17026.23026.32826.43726.55726.68826.82326.920中高程(m)26.226.70226.80026.90927.02927.16027.29527.392右高程右横坡右宽右边坡(m)(%)(m)27.11527.17527.27327.38227.50227.63327.76827.865-3.0-3.0-3.0-3.0-3.0-3.0-3.0-3.01.501.501.501.501.501.501.501.501717171717171717断面积(m2)58.783平均断面积(m2)间距(m)体积(m3)K26+086.0K26+100K26+120K26+140K26+160K26+180K26+200K26+215.553.16147.048.46949.39948.50847.61848.08448.55147.66146.77148.07749.38448.657.92814.020.020.020.020.020.015.5744.26969.370.16961.653.22961.557.17小计0.0000.00.00附注：计算:

复核:

现场监理:

合计6314.42167.55

(

横坡（%）边坡（%）宽度（m）桩号设计高程左幅右幅左幅右幅左幅右幅K26+086.026.23-31.51.517.2517.25K26+100.026.7023-31.51.517.2517.25K26+120.026.803-31.51.517.2517.25K26+140.026.9093-31.51.517.2517.25K26+160.027.0293-31.51.517.2517.25K26+180.027.163-31.51.517.2517.25K26+200.027.2953-31.51.517.2517.25K26+215.527.392

3

-3

1.5

1.5

17.25

17.25

23.9324.40224.875-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24-2.24

-2.24

-2.24