Y30-2 2.64910000.36233092.3750.3311.47 14.18 0 0.00 Y30-2 6.296 1.54910000.3624.4092.3750.3316.89 14.21 127.92 1.53810000.36233242.3750.331154 11.63 出水口四 1.5 10000.3623.362.3750.3311.71 14.32 1.517 10000.3624.4162.3750.3316.92 Y31 6.271 2.11710000.3623.8162.3750.3313.87 543.84 Y32 5.819 10000.3623.2992.3750.331143 10.31 515.65 Y33 5.3852.25610000.3622.7912.3750.339.20 Y33 5.385 2.4568000.3422.5712.1250.337.64 6.94 333.32 Y34 5.0922.54280010.3422.1922.1250.336.24 4.66 209.67 5.198 3.62380010.3421.2172.1250.333.0 Y35 4000.1651.14 0.331.57 1.60 3.5834000.1651.17 0.331.62 319.40 支管沟槽土方量另计,F列中的07值表示为路面结构层厚度。不同的路面结构需进行调整。Y30-2 6.296 2.649 1000 0.362 3.309 2.375 0.33 11.47 14.18 0 0.00 Y30-2 6.296 1.549 1000 0.362 4.409 2.375 0.33 16.89 14.21 9 127.92 出水口三 5.2 1.538 1000 0.362 3.324 2.375 0.33 11.54 11.63 0 0.00 出水口四 5.2 1.5 1000 0.362 3.362 2.375 0.33 11.71 14.32 11 157.51 Y31 6.271 1.517 1000 0.362 4.416 2.375 0.33 16.92 15.40 0 0.00 Y31 6.271 2.117 1000 0.362 3.816 2.375 0.33 13.87 12.65 43 543.84 Y32 5.819 2.182 1000 0.362 3.299 2.375 0.33 11.43 10.31 50 515.65 Y33 5.385 2.256 1000 0.362 2.791 2.375 0.33 9.20 8.42 0 0.00 Y33 5.385 2.456 800 0.342 2.571 2.125 0.33 7.64 6.94 48 333.32 Y34 5.092 2.542 800 0.342 2.192 2.125 0.33 6.24 4.66 45 209.67 Y35 5.198 3.623 800 0.342 1.217 2.125 0.33 3.07 2.32 0 0.00 Y35 5.198 3.523 400 0.165 1.14 1 0.33 1.57 1.60 30 47.86 Y36 5.288 3.583 400 0.165 1.17 1 0.33 1.62 合计 10319.40 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