阀门井计算工程量1

序号项目名称长宽高工作面 1阀门井1300*1500*17001.51.31.70.350.150.1 挖土方1.51.31.70.350.150.1 挖土方21.82.70.35 回填土方1.81.62.250.350.150.1 碎石垫层100MM21.80.1 砼垫层 100MM21.80.10.150.1 钢砼底板1.81.60.2 钢砼井壁1.81.31.70.15 模板1.51.31.8 底模板1.51.3 钢筋10以下158.65 预制井圈0.950.450.15 混凝土盖板1.71.50.15 钢筋14以下 2阀门井2000*2600*27002.622.70.35 挖土方2.622.70.350.20.1 回填土方2.622.70.350.20.1 碎石垫层100MM2.622.70.350.20.1 砼垫层 100MM2.622.70.350.20.1 钢砼底板2.622.70.350.20.1 模板2.62 钢砼井壁2.622.70.350.20.1 模板2.622.7 钢筋10以下 预制井圈2.622.70.350.20.1 钢筋10以下 混凝土盖板 钢筋14以下 3阀门井2200*3800*29003.82.22.90.350.250.1 挖土方3.82.22.90.350.250.1 回填土方3.82.22.90.350.250.1 碎石垫层100MM3.82.22.90.350.250.1 砼垫层 100MM3.82.22.90.350.250.1 钢砼底板3.82.22.90.350.250.1 模板3.82.22.9 钢砼井壁3.82.22.90.250.1 模板3.82.22.9 钢筋10以下 预制井圈3.82.22.90.350.250.1 钢筋10以下 混凝土盖板3.82.20.25 钢筋14以下 4回用水井2500*3500*40003.52.540.350.20.1 挖土方3.52.540.350.20.1 回填土方3.52.540.350.20.1 碎石垫层100MM3.52.540.350.20.1 砼垫层 100MM3.52.540.350.20.1 钢砼底板3.52.540.350.30.1 模板3.52.54 钢砼井壁3.52.540.350.30.1 模板3.52.54 钢筋10以下 预制井圈3.52.540.350.20.1 混凝土盖板 钢筋14以下 抹面 非密闭性井盖1000*700 5加药管沟B*H=400*3402950.40.34砖厚 挖土方2950.40.340.20.240.15 挖土方2951.040.690.2 回填土方2950.880.590.20.240.15 碎石垫层100MM2951.040.150.20.240.15 砼垫层 100MM2951.040.10.20.240.15 砌砖2950.240.240.15 砼梁 100MM2960.10.24 抹灰2950.34 混凝土盖板2950.650.06 盖板钢筋10以下2950.654.89 抹缝2960.65655 6圆形雨水检查井700Dd2.07Rr 挖土方2.361.680.21.180.84 回填土方 碎石垫层100MM 砼垫层 100MM 砌砖 抹灰 井圈 7圆形雨水检查井1000Dd2.35Rr 挖土方1.981.980.20.990.99 回填土方 碎石垫层100MM 砼垫层 100MM 砌砖 抹灰 混凝土井圈 砖砌井圈 混凝土井盖板 钢筋 8圆形雨水检查井700Dd1.6Rr 挖土方2.211.680.21.1040.84 回填土方 碎石垫层100MM1.28 砼垫层 100MM 砌砖 抹灰 混凝土井圈 9圆形污水检查井1000Dd2.5Rr 挖土方2.811.980.21.400.99 回填土方 碎石垫层100MM 砼垫层 100MM 砌砖 抹灰 混凝土井圈 砖砌井圈 混凝土盖板 钢筋 工程量 05S502-68 31.70 33.590.5191.181 26.6924.07 0.360.36 0.36 0.580.58 1.581.67 16.88 1.95 342.22kg 0.200.51 0.38250.26 44kg 05S502-90 121.42 93.95 0.83 0.83 1.80 5.20 5.406.40 35.64 1336.60kg1367.600791 0.372.08 31.00 1.66751.39 163.40136 05S502-91 214.96 153.86 1.31 1.31 3.48 8.36 10.1514.95 74.2469.6 2379.32kg2419.322203 0.532.82 40.00 2.732.5311.61 292.42271 08S305 198.51164.04 138.25111.76 1.271.42 1.271.42 3.812.8322.775 8.75 16.569.5718.962 102.40 1553.38 2.401.66 0.31 43.4 134.82 1 02J331-8.25.27 257.59257.59 293.110.00 139.95-0.03 46.0246.020.0072 30.680.0048 33.9848.583.91 14.210.68 200.930.33 11.518.360.00 937.660.00 1017.751310.00 02S515-10 6.70113.96 4.5577.29 0.132.19 0.132.19 1.395523.72 11.63197.70 0.061.00 02S515-12.23 7.2357.86 3.1925.51 0.201.57 0.201.57 2.2017.5719.834752 14.02112.14 0.262.06 0.282.27 0.131.04 20.69165.52 02S515-19 4.7847.76 2.9029.03 0.131.29 0.131.29 0.979.71 3.5235.17 0.111.06 02S515-21.23 11.34170.17 6.6599.77 0.202.94 0.202.94 2.1532.2434.641108 18.84282.60 0.040.57 0.162.40 0.131.952.5152 20.69310.35 内径外径工作高工程量 放空阀门井 2000 H=3.55M 05S502-1622 土方 20002.880.353.9568.64 碎石垫层100MM28801000.651 砼垫层 100MM28801000.651 钢砼底板26802001.13 砖砌井壁M32000248025005.12 砖砌井筒80012801.15 预制盖板M323802000.79 抹面122.515.70 抹面22.482.519.47 抹面30.81.152.89 抹面41.281.154.62 抹面53.14 踏步20钢筋 木模板2.384.6688817 阀门井 ，砖砌长宽高工作面 L*B=1.90*1.75m H=1.30m， 土方 3.283.131.70.3528.969 碎石垫层100MM3.283.130.11.02664 砼垫层 100MM3.283.130.11.02664 钢砼底板C253.082.930.21.80488 砖砌井壁M32.882.731.37.14714 砖砌阀支墩0.60.50.40.24 预制盖板C252.882.730.21.57248 钢筋183 钢筋2124 踏步20钢筋20.16 抹面(内壁)1.91.751.39.49 抹面(外壁)2.882.731.314.586 抹面(底)1.91.753.325 抹面(顶面)2.882.737.8624 阀门井 L*B=7.30*2.8m H=2.050m，钢筋混凝土 H=2.050m，钢筋混凝土 土方 7.93.42.950.35129.455 碎石垫层100MM7.93.40.12.686 砼垫层 100MM7.93.40.12.686 钢砼底板C257.73.20.256.16 砖砌井壁M37.72.82.058.61 砖砌阀支墩0.960.490.42.26 预制盖板C257.63.10.255.89 钢筋125以下842.93 钢筋12以下1853.99 踏步20钢筋123