市政管道相关工程量计算表格(超级实用)

新新华华西西11121112号号楼楼污污水水管管道道土土方方计计算算表表( (砼砼管管基基) ) 井号 桩 号 间距管径 检查井 扣除系 数 管道长 度 地面 标高 管底高 程 路面结 构厚度 槽底高 程 管基 度数 管基C1 管基C2 管壁厚 t 管肩宽 a 开挖深 度 边坡 基坑底 宽B1 碎石层 断面积 基础断 面积 碎石层 体积 基础 体积 挖方回填砂 W10.30.709.8008.0120.297.9121800.080.1800.0300.0801.5980.331.1200.1120.084 13.4212.721.4251.07330.92227.130 W20.30.709.8508.2500.298.1501800.080.1800.0300.0801.4100.331.1200.1120.084 17.4016.701.8701.40833.46428.486 W30.30.709.9208.5500.298.4501800.080.1800.0300.0801.1800.331.1200.1120.084 8.107.750.8680.65414.17311.863 W3-10.30.009.9208.5000.298.4001800.080.1800.0300.0801.2300.331.1200.1120.084 0.000.000.0000.0000.0000.000 W40.20.459.7909.2390.299.1391800.080.1220.0200.0800.3610.331.0000.1000.058 9.208.750.8750.5094.1902.410 W50.20.459.8209.1500.299.0501800.080.1220.0200.0800.4800.331.0000.1000.058 4.504.050.4050.2362.4401.616 W60.20.459.8409.1000.299.0001800.080.1220.0200.0800.5500.331.0000.1000.058 5.304.850.4850.2823.3852.398 W70.20.459.8609.0500.298.9501800.080.1220.0200.0800.6200.331.0000.1000.058 7.306.850.6850.3995.6044.211 W80.20.459.8908.9800.298.8801800.080.1220.0200.0800.7200.331.0000.1000.058 3.603.150.3150.1832.9242.283 W90.20.459.9008.9400.298.8401800.080.1220.0200.0800.7700.331.0000.1000.058 4.504.050.4050.2364.0343.210 W100.20.459.9008.9000.298.8001800.080.1220.0200.0800.8100.331.0000.1000.058 4.504.050.4050.2364.3143.490 W110.20.459.9008.8500.298.7501800.080.1220.0200.0800.8600.331.0000.1000.058 3.703.250.3640.1893.7163.016 W120.30.459.9008.8000.298.7001800.080.1800.0300.0800.9100.331.1200.1120.084 3.102.650.2970.2233.3122.522 W130.30.459.9008.8500.298.7501800.080.1800.0300.0800.8600.331.1200.1120.084 4.804.350.4870.3674.9963.700 W140.30.459.9008.9200.298.8201800.080.1800.0300.0800.7900.331.1200.1120.084 4.804.350.4870.3674.4613.165 W150.30.459.9009.0000.298.9001800.080.1800.0300.0800.7100.331.1200.1120.084 4.103.650.4090.3083.3372.249 W160.30.459.9009.0600.298.9601800.080.1800.0300.0800.6500.331.1200.1120.084 3.453.000.3360.2532.4871.593 W170.30.459.9009.1100.299.0101800.080.1800.0300.0800.6000.331.1200.1120.084 0.000.000.0000.0000.0000.000 W180.30.459.9609.1900.299.0901800.080.1800.0300.0800.5800.331.1200.1120.084 2.351.900.2130.1601.4450.879 W190.30.459.9309.1600.299.0601800.080.1800.0300.0800.5800.331.1200.1120.084 5.304.850.5430.4093.6892.243 W200.30.459.8709.1000.299.0001800.080.1800.0300.0800.5800.331.1200.1120.084 13.2012.751.4281.07510.6666.866 W210.30.459.7108.8400.298.7401800.080.1800.0300.0800.6800.331.1200.1120.084 3.703.250.3640.2743.0482.079 W220.30.459.7108.8100.298.7101800.080.1800.0300.0800.7100.331.1200.1120.084 3.803.350.3750.2833.2482.249 W230.30.459.7008.7900.298.6901800.080.1800.0300.0800.7200.331.1200.1120.084 5.505.050.5050.4265.0573.613 W240.20.459.6908.7500.298.6501800.080.1220.0200.0800.7500.331.0000.1000.058 6.506.050.6050.3525.6614.430 W250.20.459.6808.7400.298.6401800.080.1220.0200.0800.7500.331.0000.1000.058 8.407.950.7950.4637.2025.584 W260.20.459.6708.7700.298.6701800.080.1220.0200.0800.7100.331.0000.1000.058 5.455.000.5000.2914.2723.255 W120.30.459.9008.8000.298.7001800.080.1800.0300.0800.9100.331.1200.1120.084 W270.20.459.6608.7900.298.6901800.080.1220.0200.0800.6800.331.0000.1000.058 3.453.000.3000.1752.1351.525 W280.20.450.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058 50.0049.554.9552.88329.52419.445 W290.20.450.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058 本页小计 209.42196.8720.7013.71203.70155.51 合计895.30 5.455.000.5000.2914.2723.255 新新华华西西13141314号号楼楼污污水水管管道道土土方方计计算算表表( (砼砼管管基基) ) 井号 桩 号 间距管径 检查井 扣除系 数 管道长 度 地面 标高 管底高 程 路面结 构厚度 槽底高 程 管基 度数 管基C1 管基C2 管壁厚 t 管肩宽 a 开挖深 度 边坡 基坑底 宽B1 碎石层 断面积 基础断 面积 碎石层 体积 基础 体积 挖方回填砂 W10.20.450.000-0.6400.29-0.7401800.080.1220.0200.0800.4500.331.0000.1000.058 11.1010.651.0650.6206.2044.037 W20.20.450.000-0.7400.29-0.8401800.080.1220.0200.0800.5500.331.0000.1000.058 6.405.950.5950.3464.2353.025 W30.20.450.000-0.8300.29-0.9301800.080.1220.0200.0800.6400.331.0000.1000.058 5.505.050.5050.2943.9872.959 W40.20.450.000-0.8500.29-0.9501800.080.1220.0200.0800.6600.331.0000.1000.058 3.600.000.0000.0000.0000.000 W50.20.450.000-0.9300.29-1.0301800.080.1220.0200.0800.7400.331.0000.1000.058 4.604.150.4150.2413.8833.039 W60.20.450.000-0.9500.29-1.0501800.080.1220.0200.0800.7600.331.0000.1000.058 9.308.850.8850.5158.3476.546 W70.20.450.000-0.9400.29-1.0401800.080.1220.0200.0800.7500.331.0000.1000.058 4.604.150.4150.2413.7592.915 W80.20.450.000-0.9000.29-1.0001800.080.1220.0200.0800.7100.331.0000.1000.058 3.603.150.3150.1832.7372.097 W90.20.450.000-0.8900.29-0.9901800.080.1220.0200.0800.7000.331.0000.1000.058 6.405.950.5950.3464.9973.787 W100.20.450.000-0.8600.29-0.9601800.080.1220.0200.0800.6700.331.0000.1000.058 6.405.950.5950.3464.5703.360 W110.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.058 0.000.000.0000.0000.0000.000 W120.30.700.000-1.0000.29-1.1001800.080.1800.0300.0800.8100.331.1200.1120.084 26.5025.802.8902.17633.12425.434 W130.30.700.000-1.1900.29-1.2901800.080.1800.0300.0801.0000.331.1200.1120.084 18.2017.501.9601.47627.90422.688 W13-10.30.700.000-1.3500.29-1.4501800.080.1800.0300.0801.1600.331.1200.1120.084 0.000.000.0000.0000.0000.000 W140.20.450.000-0.7300.29-0.8301800.080.1220.0200.0800.5400.331.0000.1000.058 4.003.550.3550.2072.3551.633 W150.20.450.000-0.7700.29-0.8701800.080.1220.0200.0800.5800.331.0000.1000.058 6.405.950.5950.3464.1942.984 W160.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.058 4.504.050.4050.2362.9392.116 W170.20.450.000-0.8000.29-0.9001800.080.1220.0200.0800.6100.331.0000.1000.058 2.600.000.0000.0000.0000.000 W180.20.450.000-0.8400.29-0.9401800.080.1220.0200.0800.6500.331.0000.1000.058 7.406.950.6950.4045.6864.272 W190.20.450.000-0.8800.29-0.9801800.080.1220.0200.0800.6900.331.0000.1000.058 8.307.850.7850.4576.1974.600 W200.20.450.000-0.8000.29-0.9001800.080.1220.0200.0800.6100.331.0000.1000.058 2.602.150.2150.1251.5601.123 W210.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.058 8.407.950.7950.4635.3843.767 W220.20.450.000-0.7300.29-0.8301800.080.1220.0200.0800.5400.331.0000.1000.058 10.209.750.9750.5676.0714.088 W230.20.450.000-0.7100.29-0.8101800.080.1220.0200.0800.5200.331.0000.1000.058 11.2010.751.0750.6266.1193.933 W240.20.450.000-0.6500.29-0.7501800.080.1220.0200.0800.4600.331.0000.1000.058 0.000.000.0000.0000.0000.000 W50.20.450.000-0.9300.29-1.0301800.080.1220.0200.0800.7400.331.0000.1000.058 1.501.050.1050.0611.0460.832 26.5025.802.8902.17633.12425.434 W5-10.20.450.000-1.0300.29-1.1301800.080.1220.0200.0800.8400.331.0000.1000.058 0.000.000.0000.0000.0000.000 W190.20.450.000-0.8800.29-0.9801800.080.1220.0200.0800.6900.331.0000.1000.058 4.003.550.3550.2073.2692.546 W19-10.20.450.000-0.9800.29-1.0801800.080.1220.0200.0800.7900.331.0000.1000.058 本页小计 177.30160.7016.5910.48148.57111.78 合计 1.501.050.1050.0611.0460.832 新新华华西西11121112号号楼楼污污水水管管道道土土方方计计算算表表( (砼砼管管基基) ) 井号 桩 号 间距管径 检查井 扣除系 数 管道长 度 地面 标高 管底高 程 路面结 构厚度 槽底高 程 管基 度数 管基C1 管基C2 管壁厚 t 管肩宽 a 开挖深 度 边坡 基坑底 宽B1 碎石层 断面积 基础断 面积 碎石层 体积 基础 体积 挖方回填砂 W290.2 0.45 9.6308.8400.298.7401800.080.1220.0200.0800.6000.331.0000.1000.058 3.503.050.3050.1772.1711.551 W300.20.459.6308.8500.298.7501800.080.1220.0200.0800.5900.331.0000.1000.058 10.209.750.9750.5676.5364.553 W310.20.459.6108.8800.298.7801800.080.1220.0200.0800.5400.331.0000.1000.058 0.000.000.0000.0000.0000.000 W240.20.459.6908.7500.298.6501800.080.1220.0200.0800.7500.331.0000.1000.058 1.000.780.0780.0450.6960.539 W24-10.20.009.6908.8000.298.7001800.080.1220.0200.0800.7000.331.0000.1000.058 本页小计 14.7013.581.360.799.406.64 合计 新新华华西西11121112号号楼楼雨雨水水管管道道土土方方计计算算表表( (砼砼管管基基) ) 井 号 桩 号 间距管径 检查井 扣除系 数 管道长 度 地面标 高 管底高 程 路面结 构厚度 槽底高 程 管基 度数 管基 C1 管基 C2 管壁 厚t 管肩 宽a 开挖深 度 边坡 基坑底 宽B1 碎石层 断面积 基础断 面积 碎石层 体积 基础 体积 挖方回填砂 Y10.30.709.6008.0000.297.9001800.080.1800.0300.0801.4100.331.1200.1120.084 6.305.600.6270.4729.3957.726 Y20.30.709.6008.5700.298.4701800.080.1800.0300.0800.8400.331.1200.1120.084 17.5016.801.8821.41718.18713.179 Y30.30.709.6308.7100.298.6101800.080.1800.0300.0800.7300.331.1200.1120.084 16.4515.751.7641.32815.27010.575 Y40.30.709.6508.7600.298.6601800.080.1800.0300.0800.7000.331.1200.1120.084 8.708.000.8960.6757.5665.181 Y50.30.709.6708.7800.298.6801800.080.1800.0300.0800.7000.331.1200.1120.084 9.308.600.9630.7257.9975.434 Y60.30.709.6808.8100.298.7101800.080.1800.0300.0800.6800.331.1200.1120.084 10.309.601.0750.8108.7015.840 Y70.30.709.7008.8400.298.7401800.080.1800.0300.0800.6700.331.1200.1120.084 0.000.000.0000.0000.0000.000 Y80.30.459.7908.7900.298.6901800.080.1800.0300.0800.8100.331.1200.1120.084 11.1510.701.1980.90213.46310.273 Y90.30.459.9208.7600.298.6601800.080.1800.0300.0800.9700.331.1200.1120.084 10.5010.051.1260.84815.47512.480 Y100.30.4510.0508.7300.298.6301800.080.1800.0300.0801.1300.331.1200.1120.084 5.555.100.5710.4308.9877.467 Y110.30.4510.1108.7100.298.6101800.080.1800.0300.0801.2100.331.1200.1120.084 16.0015.431.7281.30127.32722.729 Y120.30.709.9908.6600.298.5601800.080.1800.0300.0801.1400.331.1200.1120.084 17.4016.701.8701.40829.27024.292 Y130.30.709.9908.6100.298.5101800.080.1800.0300.0801.1900.331.1200.1120.084 18.4517.751.9881.49730.94325.652 Y140.30.709.8708.5500.298.4501800.080.1800.0300.0801.1300.331.1200.1120.084 13.8013.101.4671.10522.34418.440 Y150.30.709.7908.4500.298.3501800.080.1800.0300.0801.1500.331.1200.1120.084 3.602.900.3250.2455.0554.191 Y160.30.709.8008.4400.298.3401800.080.1800.0300.0801.1700.331.1200.1120.084 0.0000.0000.0000.000 Y10.221*0.50.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058 101.0590.559.0555.26953.95335.534 Y150.221*0.50.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058 本页小计266.05246.6326.5418.43273.93208.99 合计 新新华华西西13141314号号楼楼雨雨水水管管道道土土方方计计算算表表( (砼砼管管基基) ) 井 号 桩 号 间距管径 检查井 扣除系 数 管道长 度 地面标 高 管底高 程 路面结 构厚度 槽底高 程 管基 度数 管基 C1 管基 C2 管壁 厚t 管肩 宽a 开挖深 度 边坡 基坑底 宽B1 碎石层 断面积 基础断 面积 碎石层 体积 基础 体积 挖方回填砂 Y10.30.700.000-1.3700.29-1.4701800.080.1800.0300.0801.1800.331.1200.1120.084 16.9016.201.8141.36629.62624.797 Y20.30.700.000-1.4200.29-1.5201800.080.1800.0300.0801.2300.331.1200.1120.084 12.6011.901.3331.00422.33518.788 Y30.30.700.000-1.4200.29-1.5201800.080.1800.0300.0801.2300.331.1200.1120.084 19.4018.702.0941.57736.00430.43