市政道路排水管道工程量计算表

1、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C1C21K74+040-K74+386右 339.70101.84321.30.80.080.120.52.20.120.240.332.111.604.361.013.290.061402.411055.7120.882K

2、74+400-K74+602右 200.0051.84190.80.80.080.120.52.20.120.240.332.151.644.501.013.290.20857.75626.9237.353K74+602-K74+664右63.7421.8460.060.80.080.120.52.20.120.240.332.001.494.011.013.000.00240.88179.970.004K73+655-K73+940左 280.0071.64268.520.60.060.100.51.920.100.180.331.941.393.310.592.520.20887.8367

3、7.8552.905K74+040-K74+387左 358.44101.84340.040.80.080.120.52.20.120.240.332.111.604.361.013.290.061484.211117.2822.106K74+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）1234567891011121314151617

4、1819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P1460.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.142右P1470.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.143右P1480.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1

5、44右P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.145右P1500.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.146右P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.147右P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.148右P1530.80.080.121.

6、940.52.940.332.112.027.293.733.510.0521.4210.310.149右P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1410排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1411右P1550.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4312右P1560.80.080.121.940.52.940.332.152

7、.067.463.803.510.1521.9210.310.4313右P1570.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4314右P1580.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4315右P1590.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4316右P1600.80.080.121.940.52.940.332.152.067.463.803.510

8、.1521.9210.310.4317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

9、.1419左P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1420左P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1421左P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1422左P1550.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1423左P1560.80.0

10、80.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1424左P1570.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1425左P1580.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1426排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1427左P1590.80.080.121.940.52.940

11、.332.192.17.633.883.510.2522.4310.310.7228左P1600.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7229左P1610.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7230左P1620.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7231左P1630.80.080.121.940.52.940.332.192.17.633.883.

12、510.2522.4310.310.7232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140.9951.260.51.9952.260.330.420.9

13、00.0629.986.4123.57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）12345678910111213141516171819202122

14、2324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C1C21K73+640-K73+659右19.000.51.8418.080.80.080.120.52.20.120.240.332.151.644.501.013.290.2081.2859.413.542K73+659-K73+940右 285.0071.64273.520.60.060.100.51.920.100.180.331.951.

15、403.330.592.520.23912.13690.4761.653K74+000-K74+386右 379.70101.84361.30.80.080.120.52.20.120.240.332.111.604.361.013.290.061577.001187.1423.484K74+400-K74+602右 200.0051.84190.80.80.080.120.52.20.120.240.332.151.644.501.013.290.20857.75626.9237.355K74+602-K74+663右63.7421.8460.060.80.080.120.52.20.120

16、.240.332.001.494.011.013.000.00240.88179.970.006K74+663-K74+682右23.2911.8421.450.80.080.120.52.20.120.240.332.001.494.011.013.000.0086.0364.280.007K74+682-K74+760右78.3821.8474.70.80.080.120.52.20.120.240.332.111.604.361.013.290.06326.05245.454.858K73+640-K73+655左15.000.51.8414.080.80.080.120.52.20.1

17、20.240.332.141.634.461.013.290.1662.8446.262.299K73+655-K73+940左 280.0071.64268.520.60.060.100.51.920.100.180.331.941.393.310.592.520.20887.83677.8552.9010K74+000-K74+387左 398.44101.84380.040.80.080.120.52.20.120.240.332.111.604.361.013.290.061658.801248.7124.7011K74+403-K74+602左 200.0051.84190.80.8

18、0.080.120.52.20.120.240.332.191.684.631.013.290.33882.91626.9262.5012K74+602-K74+640左40.9621.8437.280.80.080.120.52.20.120.240.332.021.514.061.013.040.00151.30113.490.0013K74+640-K74+682左44.6211.8442.780.80.080.120.52.20.120.240.332.041.534.121.013.110.00176.36132.980.0014K74+682-K74+760左78.0021.847

19、4.320.80.080.120.52.20.120.240.332.111.604.361.013.290.06324.39244.204.8315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P1370.60.060.101.740.52.740.332.142.036.92

20、3.342.950.6318.978.081.742右P1380.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.443右P1390.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.444右P1400.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.445右P1410.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.5

21、06右P1420.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.507右P1430.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.448右P1440.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.449右P1450.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1410右P1460.80.080.121.94

22、0.52.940.332.112.027.293.733.510.0521.4210.310.1411右P1470.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1412右P1480.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1413右P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1414右P1500.80.080.121.940.52.940.332.112

23、.027.293.733.510.0521.4210.310.1415右P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1416右P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1417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）12345678910111213141516171

24、819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P1540.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1419排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1420右P1550.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.43

25、21右P1560.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4322右P1570.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4323右P1580.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4324右P1590.80.080.121.940.52.940.332.152.067.463.803.510.1521.9210.310.4325右P1600.80.080.

26、121.940.52.940.332.152.067.463.803.510.1521.9210.310.4326排入横涵0.80.080.121.940.52.940.331.881.796.323.313.010.0018.588.860.0027排入横涵0.80.080.121.940.52.940.331.891.86.363.323.040.0018.708.930.0028右P1620.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1429右P1630.80.080.121.940.52.940.332.10

27、2.017.243.713.510.0221.2910.310.0730右P1640.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1431左P1410.60.060.101.740.52.740.332.142.036.923.342.950.6318.978.081.7432左P1420.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.4433左P1430.60.060.101.740.52.740.331.941.836.123.012.950.

28、1616.778.080.4434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P1450.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.4436左

29、P1460.60.060.101.740.52.740.331.951.846.163.032.950.1816.888.080.5037左P1470.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.4438左P1480.60.060.101.740.52.740.331.941.836.123.012.950.1616.778.080.4439左P1490.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1440左P1500.80.080.121.94

30、0.52.940.332.112.027.293.733.510.0521.4210.310.1441左P1510.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1442左P1520.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1443左P1530.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1444左P1540.80.080.121.940.52.940.332.112

31、.027.293.733.510.0521.4210.310.1445左P1550.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1446左P1560.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1447左P1570.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1448左P1580.80.080.121.940.52.940.332.112.027.293.733.510

32、.0521.4210.310.1449排入横涵0.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1450左P1590.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7251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

33、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P1610.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7253左P1620.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7254左P1630.80.080.121.940.52.940.332.192.17.633.883.510.2522.4310.310.7255左P1640.80.080.121.9

34、40.52.940.332.192.17.633.883.510.2522.4310.310.7256左P1650.80.080.121.940.52.940.331.941.856.573.423.150.0019.319.270.0057排入横涵0.80.080.121.940.52.940.331.961.876.653.453.200.0019.569.400.0058左P1660.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1459左P1670.80.080.121.940.52.940.332.112.02

35、7.293.733.510.0521.4210.310.1460左P1680.80.080.121.940.52.940.332.112.027.293.733.510.0521.4210.310.1461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170.9951.26

36、0.51.9952.260.330.420.900.0636.407.7828.62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10.9951.260.51.9952.260.330.420.900.06

37、2.140.461.68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.

38、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

39、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C1C21K68+420-K68+540右 120.0031.84114.48 0.80.080.120.52.20.120.240.332.261.754.86556.442K68+580-K68+661右 80.0021.8476.320.80.080.120.52.20.120.240.332.141.634.46340.603K68+808-K69+050右 240.0061.84228.96 0.80.080.120.52.20.120.240.332.171.664.561044.374K69+090-K69+170右 8

40、0.1821.8476.50.80.080.120.52.20.120.240.332.101.594.33331.425K69+800-K69+881右 80.0021.8476.320.80.080.120.52.20.120.240.332.151.644.50343.106K70+406-K70+447右 40.0011.8438.160.80.080.120.52.20.120.240.332.812.306.79259.007K70+447-K70+488右 40.0011.8438.160.80.080.120.52.20.120.240.332.632.126.15234.58

41、8K70+488-K70+528右 40.0011.8438.160.80.080.120.52.20.120.240.332.572.065.93226.389K70+528-K70+568右 40.0011.8438.160.80.080.120.52.20.120.240.332.542.035.81221.6410K68+420-K68+540左 120.0031.84114.48 0.80.080.120.52.20.120.240.332.261.754.86556.4411K68+580-K68+659左 80.0021.8476.320.80.080.120.52.20.120

42、.240.332.151.644.50343.1012K69+090-K69+170左 80.0021.8476.320.80.080.120.52.20.120.240.332.101.594.33330.6413K69+800-K69+879左 80.0021.8476.320.80.080.120.52.20.120.240.332.151.644.50343.1014K70+409-K70+487左 80.0021.8476.320.80.080.120.52.20.120.240.332.602.096.02459.5715K70+487-K70+526左 40.0011.8438.

43、160.80.080.120.52.20.120.240.332.692.186.36242.86A1A1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C1C216K70+607-K70+644左 35.0011.8433.160.80.080.120.52.20.120.240.332.612.106.0

44、6200.8617K70+644-K70+685左 40.0011.8438.160.80.080.120.52.20.120.240.332.592.086.00229.1018K70+685-K70+721左 35.0011.8433.160.80.080.120.52.20.120.240.332.582.075.97197.9019K70+721-K70+763左 40.0011.8438.160.80.080.120.52.20.120.240.332.562.055.90225.0220K70+763-K70+799左 35.0011.8433.160.80.080.120.52.

45、20.120.240.332.351.845.17171.2821K70+799-K70+840左 40.0011.8438.160.80.080.120.52.20.120.240.332.071.564.24161.6122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.

46、332.262.177.9323.332右P80.80.080.121.940.52.940.332.262.177.9323.333右P90.80.080.121.940.52.940.332.262.177.9323.334右P100.80.080.121.940.52.940.332.262.177.9323.335右P110.80.080.121.940.52.940.332.142.057.4121.806右P120.80.080.121.940.52.940.332.142.057.4121.807右P130.80.080.121.940.52.940.332.152.067.46

47、21.928右P170.80.080.121.940.52.940.332.172.087.5422.189右P180.80.080.121.940.52.940.332.172.087.5422.1810右P190.80.080.121.940.52.940.332.172.087.5422.1811右P200.80.080.121.940.52.940.332.172.087.5422.1812右P210.80.080.121.940.52.940.332.182.097.5922.3013右P220.80.080.121.940.52.940.332.172.087.5422.1814右

48、P230.80.080.121.940.52.940.332.172.087.5422.1815右P240.80.080.121.940.52.940.332.102.017.2421.2916右P250.80.080.121.940.52.940.332.102.017.2421.29A1A1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P260.80.080.121.940.5

49、2.940.332.0927.2021.1718右P420.80.080.121.940.52.940.332.152.067.4621.9219右P430.80.080.121.940.52.940.332.152.067.4621.9220右P440.80.080.121.940.52.940.332.142.057.4121.8021右P570.80.080.121.940.52.940.333.032.9411.5033.8022右P580.80.080.121.940.52.940.333.082.9911.7434.5223右P590.80.080.121.940.52.940.3

50、32.982.8911.2533.0824右P600.80.080.121.940.52.940.332.962.8711.1632.8025右P610.80.080.121.940.52.940.332.912.8210.9232.0926左P90.80.080.121.940.52.940.332.262.177.9323.3327左P100.80.080.121.940.52.940.332.262.177.9323.3328左P110.80.080.121.940.52.940.332.252.167.8923.2029左P120.80.080.121.940.52.940.332.2

51、62.177.9323.3330左P130.80.080.121.940.52.940.332.142.057.4121.8031左P140.80.080.121.940.52.940.332.142.057.4121.8032左P150.80.080.121.940.52.940.332.142.057.4121.80A1A1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P260.80.080.121.940.52.940.332.102.017.2421.2934左P270.80.080.12