土方开挖工程量计算方式
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序号项目名称 长度
计算式
截面面积土方量
p128.56.84(290.10-287.00)*(1.6+(287.00-283.00)*0.35)
9.3063.61p2235.525.35*9.5+3.6*(1.15+1.6)+5.4*4.1+5.35*0.7*5.35*0.5+2.1*2.1*0.35*0.593.65516.97p3 4.51.083.1*(3+0.35*4.09*2+0.35*3.1)
21.5423.26p418.54.444*8.65+0.7*16*0.5+3.5*(1.15+1.6)
49.83221.22p542.510.26.26*(9.8+6.26*0.7*0.5)+3.1*(1.6+(7.1-1.5)*0.1)
81.76833.95p6348.164.7*(4+4.5+1.6)+6.43*(0.8+4.85+1.95)+5.45*(2.7+0.8+5.4*0.7)
136.011109.87p715 3.64.7*(5.82+4.5+1.6)+6.43*(2.95+2.7+1.95)+5.45*(2.7+0.3+0.8+5.445*0.7)146.37526.95p834.58.283*(5.82+5.82)+6.43*(0.8+4.85+1.95+2.7)
101.15837.51机械开挖p921.5
5.16
4.62*22.9+(4.62+6.6)*0.5*2.94+6.6*(
5.36+3.095+0.81+0.8)+0.6*
6.6*6.6*0.5
201.791041.23p10317.443.6*5.82+0.6*3.6*3.6*0.5+0.5*(3.6+6.6)*1.2+6.6*(0.8+5.36+3.095+0.81+0.8)+6.6*6.6*0.6*0.5115.74861.08p115513.23.6*9.57+0.6*3.6*3.6
42.23557.41p12 4.67*5.23+0.6*4.67*4.6737.516593.08p128.56.84(287.00-283)*1.6
6.4043.78p2235.520.45*(1.5+9.5+5.4)+2.7*(1.15+1.6)+0.35*2.7*2.7*0.516.0888.77p3 4.51.084.09*(3+4.09*0.35)
18.1219.57p418.54.440.4*8.65+3.5*(1.15+1.6)+0.5*3.5*3.5*0.3515.2367.62p542.510.24*(1.6+4*0.1)
8.0081.60人工开挖p6348.160.5*(4+4.5)+0.97*4.85+1*2.7+1.13*3.8*0.5
13.80112.62p715 3.60.5*(5.82+4.5)+0.37*(2.95+2.7+1.95)+0.7*2.7+2.005*(2.7+0.8)16.8860.77p834.58.2810.08*4+7.6*1.52
51.87429.50p921.55.160.3*22.9+0.4*(2.94+5.36+3.095+0.81+0.8)12.0762.29p10317.440.5*5.82+0.4*5.36+0.5*0.81 5.4640.61p115513.20.4*9.57
3.83
50.53p14
1057.65
计 算 式 工 程 量 统 计 表
计 算 式 工 程 量 统 计 表
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2 序号项目名称 长度计算式截面面积土方量
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