管道沟槽土方计算表(污水管及雨水管)

合计

Y35 1.6247.86

1.60

30

10000.362 4.409 2.3750.3316.89

0.3311.54

0.3311.71

10000.36210000.362 3.362 2.3753.324 2.37510000.362 3.816 2.37510000.362 4.416 2.3752.3750.3316.92

0.3313.87

0.3311.43

0.339.20

2.791 2.3757.64

10000.36210000.362 3.2998000.3428000.3428000.342 1.2172.192 2.1252.1250.330.332.571 2.125400

0.165

1.17

1 6.24

3.07

4000.165 1.141

45209.672.32

00.000.33 4.66

0.33

1.57

0.338.42

00.006.94

48333.3212.65

43543.8410.31

50515.6514.32

11157.5115.40

00.0014.21

9127.9211.63

00.0014.18

00.006.296 1.549Y31Y31 1.5176.271出水口四 5.2 1.538Y32Y33Y33Y30-2出水口三Y34 5.198 3.5233.583

5.288

Y36Y35 5.198 3.6235.092 2.5425.385 2.4565.385 2.2562.1825.8196.271 2.1175.2 1.5支管沟槽土方量另计，F 列中的0.7值表示为路面结构层厚度。不同的路面结构需进行调整。

10319.40