井内径B底直径总宽混凝土厚垫层(M3)基础砼模板井室高井底板厚井底板面积井底板(M3)井底板模板（m2）井底板钢筋￠12(KG)井外径井室(M3)井壁模板(m2)井壁立钢筋￠12(KG)58.1658.4859.1459.8061.1161.1161.1161.7769.9857.8357.8358.1645.0945.0945.0945.0945.0945.0945.0945.0945.0913.521.111.111.111.111.111.1112.2112.2112.3612.6412.9313.5213.8217.7712.070.22 2.02 0.441.40 0.9313.52Y40.401.7520.350.531.232.10 1.00 1.70 0.10 0.230.440.440.440.440.440.440.440.440.441.40 0.930.10 0.23 0.531.23 0.22 2.02Y30.401.7540.352.10 1.00 1.700.22 2.021.40 0.9313.6761.441.00 1.70 0.10 0.23 0.531.24Y20.401.7550.352.110.531.19 0.22 2.021.40 0.900.441.1145.09Y170.401.7070.352.06 1.00 1.70 0.10 0.230.531.17 0.22 2.021.40 0.880.441.1145.09Y150.401.6930.352.04 1.00 1.70 0.10 0.230.531.15 0.22 2.021.40 0.871.11Y130.401.6660.352.02 1.00 1.70 0.10 0.230.531.14 0.22 2.021.40 0.860.441.11Y120.401.6620.352.01 1.00 1.70 0.10 0.230.531.14 0.22 2.021.40 0.861.11Y110.401.6560.352.01 1.00 1.70 0.10 0.230.850.4412.071.110.23 0.531.13 0.22 2.021.40Y100.401.6530.352.00 1.00 1.70 0.100.531.13 0.22 2.021.40 0.851.11Y90.401.65 0.352.00 1.00 1.70 0.10 0.231.40 1.130.10 0.23 0.531.50 0.22 2.02Y80.402.021 0.352.37 1.00 1.702.021.40 0.9445.091.70 0.10 0.23 0.531.25 0.22Y60.401.7650.352.121.000.531.23 0.22 2.021.40 0.9345.09Y50.401.7510.352.10 1.00 1.70 0.10 0.23井高（m )序号管径管内底标高(m)井基础、井室井槽底深(m)45.0961.442.111.00Y10.401.7560.350.10 0.23 0.532.021.40 0.9313.671.11雨水检查井井室2M工程量计算1.700.221.24第 1 页，共 12 页67.6867.6867.6857.1756.8459.8060.7860.1360.7859.8059.8063.7459.8059.8060.1345.0945.0945.0945.0945.091.111.111.111.1114.7316.7116.7116.7116.7111.8913.0813.3813.0813.3812.9312.9312.9312.932.32 1.00 1.701.400.10 0.23 0.531.43Y310.501.95 0.371.111.080.22 2.02 0.440.440.440.440.441.40 0.901.1145.0912.930.10 0.23 0.531.19 0.22 2.02Y39 0.401.7140.352.06 1.00 1.700.22 2.021.40 0.8311.651.00 ...
