市政道路排水管道工程量计算表

市市政政排排水水工工程程量量计计算算表表（管管道道） 123456789101112131415161718192021222324 序号桩号 图纸 长度（m ） 检查井 数量（ 个） 检查井 宽度（ m） 实际 长度 （m） 管道参数（m）高度（m）面积（m2）工程量（m3） 备注 管径管壁厚 管肩宽 工作面 基底宽 管基厚 坡比图纸高度 实际高度 挖石石方 管基管道 回填砂砾 回填土挖石石方回填砂砾回填土 C1C2 1K74+040-K74+386右 339.70101.84321.30.80.080.120.52.20.120.240.332.111.604.361.013.290.061402.411055.7120.88 2K74+400-K74+602右 200.0051.84190.80.80.080.120.52.20.120.240.332.151.644.501.013.290.20857.75626.9237.35 3K74+602-K74+664右63.7421.8460.060.80.080.120.52.20.120.240.332.001.494.011.013.000.00240.88179.970.00 4K73+655-K73+940左 280.0071.64268.520.60.060.100.51.920.100.180.331.941.393.310.592.520.20887.83677.8552.90 5K74+040-K74+387左 358.44101.84340.040.80.080.120.52.20.120.240.332.111.604.361.013.290.061484.211117.2822.10 6K74+403-K74+602左 200.0051.84190.80.80.080.120.52.20.120.240.332.191.684.631.013.290.33882.91626.9262.50 合 计5755.99 计算： 复核： 监理： 业主： 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖石石方井基井身回填砂砾回填土挖石石方回填砂砾回填土 1右P1460.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 2右P1470.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 3右P1480.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 4右P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 5右P1500.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 6右P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 7右P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 8右P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 9右P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 10排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 11右P1550.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 12右P1560.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 13右P1570.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 14右P1580.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 15右P1590.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 16右P1600.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 17左P1500.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖石石方井基井身回填砂砾回填土挖石石方回填砂砾回填土 18左P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 19左P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 20左P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 21左P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 22左P1550.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 23左P1560.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 24左P1570.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 25左P1580.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 26排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 27左P1590.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 28左P1600.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 29左P1610.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 30左P1620.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 31左P1630.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 32左P1640.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 合 计694.50 计算： 复核： 监理： 业主： 市市政政排排水水工工程程量量计计算算表表（雨雨水水井井） 12345678910111213141516 序号桩号（井号） 雨水井 数量(个 ） 基坑参数（m）面积（m2）工程量（m3） 备注 井宽井长工作面基底宽基底长坡比井深 挖石石方（ 纵向） 挖土方（ 横向） 挖石石方井底井身 回填砂砾 1K74+040-K74+664右140.9951.260.51.9952.260.330.420.900.0629.986.4123.57单蓖 2K74+358右10.9951.260.51.9952.260.330.420.900.064.280.923.37双蓖 2K74+040-K74+602左140.9951.260.51.9952.260.330.420.900.0629.986.4123.57单蓖 3K74+352左10.9951.260.51.9952.260.330.420.900.064.280.923.37双蓖 合 计68.52 计算： 复核： 监理： 业主： 市市政政排排水水工工程程量量计计算算表表（管管道道） 123456789101112131415161718192021222324 序号桩号 图纸 长度（m ） 检查井 数量（ 个） 检查井 宽度（ m） 实际 长度 （m） 管道参数（m）高度（m）面积（m2）工程量（m3） 备注 管径管壁厚 管肩宽 工作面 基底宽 管基厚 坡比图纸高度 实际高度 挖土方 管基管道 回填砂砾 回填土挖土方回填砂砾回填土 C1C2 1K73+640-K73+659右19.000.51.8418.080.80.080.120.52.20.120.240.332.151.644.501.013.290.2081.2859.413.54 2K73+659-K73+940右 285.0071.64273.520.60.060.100.51.920.100.180.331.951.403.330.592.520.23912.13690.4761.65 3K74+000-K74+386右 379.70101.84361.30.80.080.120.52.20.120.240.332.111.604.361.013.290.061577.001187.1423.48 4K74+400-K74+602右 200.0051.84190.80.80.080.120.52.20.120.240.332.151.644.501.013.290.20857.75626.9237.35 5K74+602-K74+663右63.7421.8460.060.80.080.120.52.20.120.240.332.001.494.011.013.000.00240.88179.970.00 6K74+663-K74+682右23.2911.8421.450.80.080.120.52.20.120.240.332.001.494.011.013.000.0086.0364.280.00 7K74+682-K74+760右78.3821.8474.70.80.080.120.52.20.120.240.332.111.604.361.013.290.06326.05245.454.85 8K73+640-K73+655左15.000.51.8414.080.80.080.120.52.20.120.240.332.141.634.461.013.290.1662.8446.262.29 9K73+655-K73+940左 280.0071.64268.520.60.060.100.51.920.100.180.331.941.393.310.592.520.20887.83677.8552.90 10K74+000-K74+387左 398.44101.84380.040.80.080.120.52.20.120.240.332.111.604.361.013.290.061658.801248.7124.70 11K74+403-K74+602左 200.0051.84190.80.80.080.120.52.20.120.240.332.191.684.631.013.290.33882.91626.9262.50 12K74+602-K74+640左40.9621.8437.280.80.080.120.52.20.120.240.332.021.514.061.013.040.00151.30113.490.00 13K74+640-K74+682左44.6211.8442.780.80.080.120.52.20.120.240.332.041.534.121.013.110.00176.36132.980.00 14K74+682-K74+760左78.0021.8474.320.80.080.120.52.20.120.240.332.111.604.361.013.290.06324.39244.204.83 15合 计8225.556144.04278.10 计算： 复核： 监理： 业主： 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖土方井基井身回填砂砾回填土挖土方回填砂砾回填土 1右P1370.60.060.101.740.52.740.332.142.036.923.342.950.6318.978.081.74 2右P1380.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 3右P1390.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 4右P1400.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 5右P1410.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.50 6右P1420.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.50 7右P1430.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 8右P1440.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 9右P1450.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 10右P1460.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 11右P1470.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 12右P1480.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 13右P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 14右P1500.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 15右P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 16右P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 17右P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖土方井基井身回填砂砾回填土挖土方回填砂砾回填土 18右P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 19排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 20右P1550.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 21右P1560.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 22右P1570.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 23右P1580.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 24右P1590.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 25右P1600.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43 26排入横涵0.80.080.121.940.52.940.331.881.796.323.313.010.0018.588.860.00 27排入横涵0.80.080.121.940.52.940.331.891.86.363.323.040.0018.708.930.00 28右P1620.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 29右P1630.80.080.121.940.52.940.332.102.017.243.713.510.0221.2910.310.07 30右P1640.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 31左P1410.60.060.101.740.52.740.332.142.036.923.342.950.6318.978.081.74 32左P1420.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 33左P1430.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 34左P1440.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.50 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖土方井基井身回填砂砾回填土挖土方回填砂砾回填土 35左P1450.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 36左P1460.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.50 37左P1470.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 38左P1480.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.44 39左P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 40左P1500.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 41左P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 42左P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 43左P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 44左P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 45左P1550.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 46左P1560.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 47左P1570.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 48左P1580.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 49排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 50左P1590.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 51左P1600.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 市市政政排排水水工工程程量量计计算算表表（检检查查井井） 12345678910111213141516171819 序号桩号（井号） 管道参数（m）基坑参数（m）面积（m2）工程量（m3） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖土方井基井身回填砂砾回填土挖土方回填砂砾回填土 52左P1610.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 53左P1620.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 54左P1630.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 55左P1640.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.72 56左P1650.80.080.121.940.52.940.331.941.856.573.423.150.0019.319.270.00 57排入横涵0.80.080.121.940.52.940.331.961.876.653.453.200.0019.569.400.00 58左P1660.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 59左P1670.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 60左P1680.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.14 61合 计1214.98578.2520.70 计算： 复核： 监理： 业主： 市市政政排排水水工工程程量量计计算算表表（雨雨水水井井） 12345678910111213141516 序号桩号（井号） 雨水井 数量(个 ） 基坑参数（m）面积（m2）工程量（m3） 备注 井宽井长工作面基底宽基底长坡比井深 挖土方（ 纵向） 挖土方（ 横向） 挖土方井底井身 回填砂砾 1K73+640-K74+317右170.9951.260.51.9952.260.330.420.900.0636.407.7828.62单蓖 2K74+358右10.9951.260.51.9952.260.330.420.900.064.280.923.37双蓖 3K74+400-K74+602右60.9951.260.51.9952.260.330.420.900.0612.852.7510.10单蓖 4K74+602-K74+682右20.9951.260.51.9952.260.330.420.900.068.571.836.74双蓖 5K74+682-K74+722右10.9951.260.51.9952.260.330.420.900.062.140.461.68单蓖 6K74+760右10.9951.260.51.9952.260.330.420.900.064.280.923.37双蓖 7K73+640-K74+313左170.9951.260.51.9952.260.330.420.900.0636.407.7828.62单蓖 8K74+352左10.9951.260.51.9952.260.330.420.900.064.280.923.37双蓖 9K74+352-K74+602左60.9951.260.51.9952.260.330.420.900.0612.852.7510.10单蓖 10K74+602-K74+682左20.9951.260.51.9952.260.330.420.900.068.571.836.74双蓖 11K74+682-K74+760左20.9951.260.51.9952.260.330.420.900.064.280.923.37单蓖 12合 计134.9028.83106.08 计算： 复核： 监理： 业主： A1A1标标市市政政排排水水沟沟槽槽石石方方开开挖挖工工程程量量计计算算表表（管管道道） 12345678910111213141516171819 序号桩号 图纸 长度（m ） 检查井 数量（ 个） 检查井 宽度（ m） 实际 长度 （m） 管道参数（m）高度（m） 面积 （m2） 工程量 （m3） 备注 管径 管壁厚 管肩宽 工作面 基底宽 管基厚 坡比图纸高度 实际高度 挖石方挖石方 C1C2 1K68+420-K68+540右 120.0031.84114.48 0.80.080.120.52.20.120.240.332.261.754.86556.44 2K68+580-K68+661右 80.0021.8476.320.80.080.120.52.20.120.240.332.141.634.46340.60 3K68+808-K69+050右 240.0061.84228.96 0.80.080.120.52.20.120.240.332.171.664.561044.37 4K69+090-K69+170右 80.1821.8476.50.80.080.120.52.20.120.240.332.101.594.33331.42 5K69+800-K69+881右 80.0021.8476.320.80.080.120.52.20.120.240.332.151.644.50343.10 6K70+406-K70+447右 40.0011.8438.160.80.080.120.52.20.120.240.332.812.306.79259.00 7K70+447-K70+488右 40.0011.8438.160.80.080.120.52.20.120.240.332.632.126.15234.58 8K70+488-K70+528右 40.0011.8438.160.80.080.120.52.20.120.240.332.572.065.93226.38 9K70+528-K70+568右 40.0011.8438.160.80.080.120.52.20.120.240.332.542.035.81221.64 10K68+420-K68+540左 120.0031.84114.48 0.80.080.120.52.20.120.240.332.261.754.86556.44 11K68+580-K68+659左 80.0021.8476.320.80.080.120.52.20.120.240.332.151.644.50343.10 12K69+090-K69+170左 80.0021.8476.320.80.080.120.52.20.120.240.332.101.594.33330.64 13K69+800-K69+879左 80.0021.8476.320.80.080.120.52.20.120.240.332.151.644.50343.10 14K70+409-K70+487左 80.0021.8476.320.80.080.120.52.20.120.240.332.602.096.02459.57 15K70+487-K70+526左 40.0011.8438.160.80.080.120.52.20.120.240.332.692.186.36242.86 A1A1标标市市政政排排水水沟沟槽槽石石方方开开挖挖工工程程量量计计算算表表（管管道道） 12345678910111213141516171819 序号桩号 图纸 长度（m ） 检查井 数量（ 个） 检查井 宽度（ m） 实际 长度 （m） 管道参数（m）高度（m） 面积 （m2） 工程量 （m3） 备注 管径 管壁厚 管肩宽 工作面 基底宽 管基厚 坡比图纸高度 实际高度 挖石方挖石方 C1C2 16K70+607-K70+644左 35.0011.8433.160.80.080.120.52.20.120.240.332.612.106.06200.86 17K70+644-K70+685左 40.0011.8438.160.80.080.120.52.20.120.240.332.592.086.00229.10 18K70+685-K70+721左 35.0011.8433.160.80.080.120.52.20.120.240.332.582.075.97197.90 19K70+721-K70+763左 40.0011.8438.160.80.080.120.52.20.120.240.332.562.055.90225.02 20K70+763-K70+799左 35.0011.8433.160.80.080.120.52.20.120.240.332.351.845.17171.28 21K70+799-K70+840左 40.0011.8438.160.80.080.120.52.20.120.240.332.071.564.24161.61 22合 计7019.02 计算： 复核： 监理： 业主： A1A1标标市市政政排排水水沟沟槽槽石石方方开开挖挖工工程程量量计计算算表表（检检查查井井） 1234567891011121314 序号桩号（井号） 管道参数（m）基坑参数（m） 面积 （m2） 工程量（m3 ） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖石方挖石方 1右P70.80.080.121.940.52.940.332.262.177.9323.33 2右P80.80.080.121.940.52.940.332.262.177.9323.33 3右P90.80.080.121.940.52.940.332.262.177.9323.33 4右P100.80.080.121.940.52.940.332.262.177.9323.33 5右P110.80.080.121.940.52.940.332.142.057.4121.80 6右P120.80.080.121.940.52.940.332.142.057.4121.80 7右P130.80.080.121.940.52.940.332.152.067.4621.92 8右P170.80.080.121.940.52.940.332.172.087.5422.18 9右P180.80.080.121.940.52.940.332.172.087.5422.18 10右P190.80.080.121.940.52.940.332.172.087.5422.18 11右P200.80.080.121.940.52.940.332.172.087.5422.18 12右P210.80.080.121.940.52.940.332.182.097.5922.30 13右P220.80.080.121.940.52.940.332.172.087.5422.18 14右P230.80.080.121.940.52.940.332.172.087.5422.18 15右P240.80.080.121.940.52.940.332.102.017.2421.29 16右P250.80.080.121.940.52.940.332.102.017.2421.29 A1A1标标市市政政排排水水沟沟槽槽石石方方开开挖挖工工程程量量计计算算表表（检检查查井井） 1234567891011121314 序号桩号（井号） 管道参数（m）基坑参数（m） 面积 （m2） 工程量（m3 ） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖石方挖石方 17右P260.80.080.121.940.52.940.332.0927.2021.17 18右P420.80.080.121.940.52.940.332.152.067.4621.92 19右P430.80.080.121.940.52.940.332.152.067.4621.92 20右P440.80.080.121.940.52.940.332.142.057.4121.80 21右P570.80.080.121.940.52.940.333.032.9411.5033.80 22右P580.80.080.121.940.52.940.333.082.9911.7434.52 23右P590.80.080.121.940.52.940.332.982.8911.2533.08 24右P600.80.080.121.940.52.940.332.962.8711.1632.80 25右P610.80.080.121.940.52.940.332.912.8210.9232.09 26左P90.80.080.121.940.52.940.332.262.177.9323.33 27左P100.80.080.121.940.52.940.332.262.177.9323.33 28左P110.80.080.121.940.52.940.332.252.167.8923.20 29左P120.80.080.121.940.52.940.332.262.177.9323.33 30左P130.80.080.121.940.52.940.332.142.057.4121.80 31左P140.80.080.121.940.52.940.332.142.057.4121.80 32左P150.80.080.121.940.52.940.332.142.057.4121.80 A1A1标标市市政政排排水水沟沟槽槽石石方方开开挖挖工工程程量量计计算算表表（检检查查井井） 1234567891011121314 序号桩号（井号） 管道参数（m）基坑参数（m） 面积 （m2） 工程量（m3 ） 备注 管径管壁厚管基厚井宽工作面基底宽坡比图纸高度井深挖石方挖石方 33左P260.80.080.121.940.52.940.332.102.017.2421.29 34左P270.80.080.121.940.52.9