4、B、C轴3级直径10单根长度:L1=1.2+0.07*2=1.34根数:n1=(8-0.05×2)÷0.2+1=41总长:1.34×41×2=109.88重量:109.88×0.617=67.80小计:34.40+67.80=102.2/1000=0.102m根mkgm根mkgkgt8.317141.1125.303.5541145.55129.25254.550.25581111112得分评分人三题工程量计算表序号项目名称计算过程单位结果1总分DJ01挖土方2:8回填土运输工程量 1800 c