1、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W10.30.709.8008.0120.297.9121800.080.1800.0300.0801.5980.331.1200.1120.08413.4212.721.4251.07330.92227.130W20.30.709.8508.2500.298.1501800.080.1800.0300.0801.410
2、0.331.1200.1120.08417.4016.701.8701.40833.46428.486W30.30.709.9208.5500.298.4501800.080.1800.0300.0801.1800.331.1200.1120.0848.107.750.8680.65414.17311.863W3-10.30.009.9208.5000.298.4001800.080.1800.0300.0801.2300.331.1200.1120.0840.000.000.0000.0000.0000.000W40.20.459.7909.2390.299.1391800.080.1220
3、.0200.0800.3610.331.0000.1000.0589.208.750.8750.5094.1902.410W50.20.459.8209.1500.299.0501800.080.1220.0200.0800.4800.331.0000.1000.0584.504.050.4050.2362.4401.616W60.20.459.8409.1000.299.0001800.080.1220.0200.0800.5500.331.0000.1000.0585.304.850.4850.2823.3852.398W70.20.459.8609.0500.298.9501800.08
4、0.1220.0200.0800.6200.331.0000.1000.0587.306.850.6850.3995.6044.211W80.20.459.8908.9800.298.8801800.080.1220.0200.0800.7200.331.0000.1000.0583.603.150.3150.1832.9242.283W90.20.459.9008.9400.298.8401800.080.1220.0200.0800.7700.331.0000.1000.0584.504.050.4050.2364.0343.210W100.20.459.9008.9000.298.800
5、1800.080.1220.0200.0800.8100.331.0000.1000.0584.504.050.4050.2364.3143.490W110.20.459.9008.8500.298.7501800.080.1220.0200.0800.8600.331.0000.1000.0583.703.250.3640.1893.7163.016W120.30.459.9008.8000.298.7001800.080.1800.0300.0800.9100.331.1200.1120.0843.102.650.2970.2233.3122.522W130.30.459.9008.850
6、0.298.7501800.080.1800.0300.0800.8600.331.1200.1120.0844.804.350.4870.3674.9963.700W140.30.459.9008.9200.298.8201800.080.1800.0300.0800.7900.331.1200.1120.0844.804.350.4870.3674.4613.165W150.30.459.9009.0000.298.9001800.080.1800.0300.0800.7100.331.1200.1120.0844.103.650.4090.3083.3372.249W160.30.459
7、.9009.0600.298.9601800.080.1800.0300.0800.6500.331.1200.1120.0843.453.000.3360.2532.4871.593W170.30.459.9009.1100.299.0101800.080.1800.0300.0800.6000.331.1200.1120.0840.000.000.0000.0000.0000.000W180.30.459.9609.1900.299.0901800.080.1800.0300.0800.5800.331.1200.1120.0842.351.900.2130.1601.4450.879W1
8、90.30.459.9309.1600.299.0601800.080.1800.0300.0800.5800.331.1200.1120.0845.304.850.5430.4093.6892.243W200.30.459.8709.1000.299.0001800.080.1800.0300.0800.5800.331.1200.1120.08413.2012.751.4281.07510.6666.866W210.30.459.7108.8400.298.7401800.080.1800.0300.0800.6800.331.1200.1120.0843.703.250.3640.274
9、3.0482.079W220.30.459.7108.8100.298.7101800.080.1800.0300.0800.7100.331.1200.1120.0843.803.350.3750.2833.2482.249W230.30.459.7008.7900.298.6901800.080.1800.0300.0800.7200.331.1200.1120.0845.505.050.5050.4265.0573.613W240.20.459.6908.7500.298.6501800.080.1220.0200.0800.7500.331.0000.1000.0586.506.050
10、.6050.3525.6614.430W250.20.459.6808.7400.298.6401800.080.1220.0200.0800.7500.331.0000.1000.0588.407.950.7950.4637.2025.584W260.20.459.6708.7700.298.6701800.080.1220.0200.0800.7100.331.0000.1000.0585.455.000.5000.2914.2723.255W120.30.459.9008.8000.298.7001800.080.1800.0300.0800.9100.331.1200.1120.084
11、W270.20.459.6608.7900.298.6901800.080.1220.0200.0800.6800.331.0000.1000.0583.453.000.3000.1752.1351.525W280.20.450.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.05850.0049.554.9552.88329.52419.445W290.20.450.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058本页小计 209.42
12、196.8720.7013.71203.70155.51合计895.305.455.000.5000.2914.2723.255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W10.20.450.000-0.6400.29-0.7401800.080.1220.0200.0800.4500.331.0000.1000.05811.1010.651.0650.6206
13、.2044.037W20.20.450.000-0.7400.29-0.8401800.080.1220.0200.0800.5500.331.0000.1000.0586.405.950.5950.3464.2353.025W30.20.450.000-0.8300.29-0.9301800.080.1220.0200.0800.6400.331.0000.1000.0585.505.050.5050.2943.9872.959W40.20.450.000-0.8500.29-0.9501800.080.1220.0200.0800.6600.331.0000.1000.0583.600.0
14、00.0000.0000.0000.000W50.20.450.000-0.9300.29-1.0301800.080.1220.0200.0800.7400.331.0000.1000.0584.604.150.4150.2413.8833.039W60.20.450.000-0.9500.29-1.0501800.080.1220.0200.0800.7600.331.0000.1000.0589.308.850.8850.5158.3476.546W70.20.450.000-0.9400.29-1.0401800.080.1220.0200.0800.7500.331.0000.100
15、0.0584.604.150.4150.2413.7592.915W80.20.450.000-0.9000.29-1.0001800.080.1220.0200.0800.7100.331.0000.1000.0583.603.150.3150.1832.7372.097W90.20.450.000-0.8900.29-0.9901800.080.1220.0200.0800.7000.331.0000.1000.0586.405.950.5950.3464.9973.787W100.20.450.000-0.8600.29-0.9601800.080.1220.0200.0800.6700
16、.331.0000.1000.0586.405.950.5950.3464.5703.360W110.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.0580.000.000.0000.0000.0000.000W120.30.700.000-1.0000.29-1.1001800.080.1800.0300.0800.8100.331.1200.1120.08426.5025.802.8902.17633.12425.434W130.30.700.000-1.1900.29-1.2901800.080.
17、1800.0300.0801.0000.331.1200.1120.08418.2017.501.9601.47627.90422.688W13-10.30.700.000-1.3500.29-1.4501800.080.1800.0300.0801.1600.331.1200.1120.0840.000.000.0000.0000.0000.000W140.20.450.000-0.7300.29-0.8301800.080.1220.0200.0800.5400.331.0000.1000.0584.003.550.3550.2072.3551.633W150.20.450.000-0.7
18、700.29-0.8701800.080.1220.0200.0800.5800.331.0000.1000.0586.405.950.5950.3464.1942.984W160.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.0584.504.050.4050.2362.9392.116W170.20.450.000-0.8000.29-0.9001800.080.1220.0200.0800.6100.331.0000.1000.0582.600.000.0000.0000.0000.000W180
19、.20.450.000-0.8400.29-0.9401800.080.1220.0200.0800.6500.331.0000.1000.0587.406.950.6950.4045.6864.272W190.20.450.000-0.8800.29-0.9801800.080.1220.0200.0800.6900.331.0000.1000.0588.307.850.7850.4576.1974.600W200.20.450.000-0.8000.29-0.9001800.080.1220.0200.0800.6100.331.0000.1000.0582.602.150.2150.12
20、51.5601.123W210.20.450.000-0.7900.29-0.8901800.080.1220.0200.0800.6000.331.0000.1000.0588.407.950.7950.4635.3843.767W220.20.450.000-0.7300.29-0.8301800.080.1220.0200.0800.5400.331.0000.1000.05810.209.750.9750.5676.0714.088W230.20.450.000-0.7100.29-0.8101800.080.1220.0200.0800.5200.331.0000.1000.0581
21、1.2010.751.0750.6266.1193.933W240.20.450.000-0.6500.29-0.7501800.080.1220.0200.0800.4600.331.0000.1000.0580.000.000.0000.0000.0000.000W120.30.700.000-1.0000.29-1.1001800.080.1800.0300.0800.8100.331.1200.1120.084W50.20.450.000-0.9300.29-1.0301800.080.1220.0200.0800.7400.331.0000.1000.0581.501.050.105
22、0.0611.0460.832W5-10.20.450.000-1.0300.29-1.1301800.080.1220.0200.0800.8400.331.0000.1000.0580.000.000.0000.0000.0000.000W190.20.450.000-0.8800.29-0.9801800.080.1220.0200.0800.6900.331.0000.1000.0584.003.550.3550.2073.2692.546W19-10.20.450.000-0.9800.29-1.0801800.080.1220.0200.0800.7900.331.0000.100
23、0.058本页小计 177.30160.7016.5910.48148.57111.78合计0.000.000.0000.0000.0000.000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W290.20.459.6308.8400.298.7401800.080.1220.0200.0800.6000.331.0000.1000.0583.503.050.30
24、50.1772.1711.551W300.20.459.6308.8500.298.7501800.080.1220.0200.0800.5900.331.0000.1000.05810.209.750.9750.5676.5364.553W310.20.459.6108.8800.298.7801800.080.1220.0200.0800.5400.331.0000.1000.0580.000.000.0000.0000.0000.000W240.20.459.6908.7500.298.6501800.080.1220.0200.0800.7500.331.0000.1000.0581.
25、000.780.0780.0450.6960.539W24-10.20.009.6908.8000.298.7001800.080.1220.0200.0800.7000.331.0000.1000.058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
26、.9001800.080.1800.0300.0801.4100.331.1200.1120.0846.305.600.6270.4729.3957.726Y20.30.709.6008.5700.298.4701800.080.1800.0300.0800.8400.331.1200.1120.08417.5016.801.8821.41718.18713.179Y30.30.709.6308.7100.298.6101800.080.1800.0300.0800.7300.331.1200.1120.08416.4515.751.7641.32815.27010.575Y40.30.709
27、.6508.7600.298.6601800.080.1800.0300.0800.7000.331.1200.1120.0848.708.000.8960.6757.5665.181Y50.30.709.6708.7800.298.6801800.080.1800.0300.0800.7000.331.1200.1120.0849.308.600.9630.7257.9975.434Y60.30.709.6808.8100.298.7101800.080.1800.0300.0800.6800.331.1200.1120.08410.309.601.0750.8108.7015.840Y70
28、.30.709.7008.8400.298.7401800.080.1800.0300.0800.6700.331.1200.1120.0840.000.000.0000.0000.0000.000Y80.30.459.7908.7900.298.6901800.080.1800.0300.0800.8100.331.1200.1120.08411.1510.701.1980.90213.46310.273Y90.30.459.9208.7600.298.6601800.080.1800.0300.0800.9700.331.1200.1120.08410.5010.051.1260.8481
29、5.47512.480Y100.30.4510.0508.7300.298.6301800.080.1800.0300.0801.1300.331.1200.1120.0845.555.100.5710.4308.9877.467Y110.30.4510.1108.7100.298.6101800.080.1800.0300.0801.2100.331.1200.1120.08416.0015.431.7281.30127.32722.729Y120.30.709.9908.6600.298.5601800.080.1800.0300.0801.1400.331.1200.1120.08417
30、.4016.701.8701.40829.27024.292Y130.30.709.9908.6100.298.5101800.080.1800.0300.0801.1900.331.1200.1120.08418.4517.751.9881.49730.94325.652Y140.30.709.8708.5500.298.4501800.080.1800.0300.0801.1300.331.1200.1120.08413.8013.101.4671.10522.34418.440Y150.30.709.7908.4500.298.3501800.080.1800.0300.0801.150
31、0.331.1200.1120.0843.602.900.3250.2455.0554.191Y160.30.709.8008.4400.298.3401800.080.1800.0300.0801.1700.331.1200.1120.0840.0000.0000.0000.000Y10.221*0.50.000-0.7000.29-0.8001800.080.1220.0200.0800.5100.331.0000.1000.058101.0590.559.0555.26953.95335.534Y150.221*0.50.000-0.7000.29-0.8001800.080.1220.
32、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Y10.30.700.000-1.3700.29-1.4701800.080.1800.0300.0801.1800.331.1200.1120.08416.9016.201.81
33、41.36629.62624.797Y20.30.700.000-1.4200.29-1.5201800.080.1800.0300.0801.2300.331.1200.1120.08412.6011.901.3331.00422.33518.788Y30.30.700.000-1.4200.29-1.5201800.080.1800.0300.0801.2300.331.1200.1120.08419.4018.702.0941.57736.00430.430Y40.30.700.000-1.4700.29-1.5701800.080.1800.0300.0801.2800.331.120
34、0.1120.08412.6011.901.3331.00423.14419.597Y50.30.700.000-1.4400.29-1.5401800.080.1800.0300.0801.2500.331.1200.1120.08419.1018.402.0611.55234.71229.228Y60.30.700.000-1.4100.29-1.5101800.080.1800.0300.0801.2200.331.1200.1120.08420.5019.802.2181.67036.02030.118Y70.30.700.000-1.3700.29-1.4701800.080.180
35、0.0300.0801.1800.331.1200.1120.0849.008.430.9440.71015.24612.735Y7-10.30.450.000-1.4000.29-1.5001800.080.1800.0300.0801.2100.331.1200.1120.0840.000.000.0000.0000.0000.000Y30.30.459.9208.7600.298.6601800.080.1800.0300.0800.9700.331.1200.1120.0843.503.280.3670.2765.0434.067Y3-10.30.0010.0508.7300.298.
36、6301800.080.1800.0300.0801.1300.331.1200.1120.084本页小计113.60108.6012.169.16202.13169.76合计新新华华西西13141314号号楼楼雨雨水水口口井井管管道道土土方方计计算算表表(UPVC(UPVC管管)DN200)DN200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厚度管肩宽度管壁厚度开挖深度边坡基坑底宽碎石层断面积碎石层体积挖方回填砂检查井0.210.000.000-0.7000.29-0.8000.150.400.0150.5100.331.0300.155104.2094.2014.55457.56942.973雨水口0.210.000.000-0.7000.29-0.8000.150.400.0150.5100.331.0300.155本页小计104.2094.2014.5557.5742.97合计