001-市政排水工程挖填土方算量表

序号管径工作面壁厚基槽底宽砂基础高管道截面坡度系数砂基础截面回填砂截面基础形式DatBc1c2mmmmmmm2m2m210.30.40.011.120.10.080.08040.670.20761.0368120°20.40.40.011.220.10.120.13850.670.27381.2285120°30.40.40.011.220.10.240.13850.670.44511.0572180°说明:管顶以上0.4米以下全部回填砂雨水管道计算(按自然标高挖,设计标高填)12345678912131416171819202122232425262730313233序号桩号管长自然地面标高管内底高设计路面标高埋深管径井号管壁t挖深最终井深管道基础C1+垫层挖土平均深度放坡系数基底宽基座模板基础形式挖土总体积m3砼基础体积m3管体积m3回填石粉体积m3回填土体积m3余土外运体积m3每米∑放坡不放坡每米∑放坡不放坡放坡不放坡W1-W61014.88213.37914.8821.500.4W1(φ1000)0.001.701.700.202363515.18213.69415.1821.490.4W2(φ1000)0.001.691.690.201.6960.751.100.5619.60180°140.7465.280.0000.004.4069.7266.6374.1137134.915.66814.00815.6681.660.4W3(φ1000)0.001.861.860.201.7740.751.100.5619.54180°150.4868.100.0000.004.3869.5276.5873.904972616.69715.30816.6971.390.4W4(φ700)0.001.591.590.201.7250.751.100.5614.56180°107.3149.320.0000.003.2751.7952.2655.06513942.518.76917.43318.7691.340.4W5(φ700)0.001.541.540.201.5630.751.100.5623.80180°150.8773.050.0000.005.3484.6660.8789.996176.11436.720.00818.53420.0081.470.4W6(φ1000)0.001.671.670.201.6050.751.100.5620.55180°135.7064.790.0000.004.6173.1057.9977.71W7-W14726220.49119.00720.4911.480.4W7(φ1000)0.001.681.680.200.7582923520.36218.90220.3621.460.4W8(φ1000)0.001.661.660.201.6720.751.100.5619.60180°137.7664.374.4069.7263.6474.1193223020.18418.81220.1841.370.4W9(φ1000)0.001.571.570.201.6160.751.100.5616.80180°112.0953.333.7759.7648.5663.53103513019.51917.91219.5191.610.4W10(φ1000)0.001.811.810.201.6900.751.100.5616.80180°119.9855.753.7759.7656.4563.53113752418.78217.19218.7821.590.4W11(φ1000)0.001.791.790.201.7990.751.100.5613.44180°105.7047.483.0147.8154.8850.82124113617.66716.11217.6671.560.4W12(φ700)0.001.761.760.201.7730.751.100.5620.16180°155.0270.194.5271.7178.7976.23134413016.73915.21216.7391.530.4W13(φ1000)0.001.731.730.201.7410.751.100.5616.80180°125.6557.453.7759.7662.1363.531447735.415.69614.14915.6961.550.4W14(φ1000)0.001.751.750.201.7370.751.100.5619.82180°147.7467.644.4570.5172.7974.96W16-W231652815.43114.07815.4311.350.4W16(φ1000)0.001.551.550.200.7770.751756739.615.38813.99815.3881.390.4W17(φ1000)0.001.591.590.201.5720.751.100.5622.18180°141.8068.454.9778.8857.9583.851859830.615.40013.93715.4001.460.4W18(φ1000)0.001.661.660.201.6270.751.100.5617.14180°115.4654.753.8460.9550.6764.80196182015.37813.89715.3781.480.4W19(φ1000)0.001.681.680.201.6720.751.100.5611.20180°78.7236.782.5139.8436.3742.352063012.215.35513.87315.3551.480.4W20(φ1000)0.001.681.680.201.6820.751.100.566.83180°48.4422.571.5324.3022.6025.83216572815.52313.81715.5231.710.4W21(φ1000)0.001.911.910.201.7940.751.100.5615.68180°122.8455.263.5255.7763.5559.29226903215.85813.75315.8582.110.4W22(φ1000)0.002.312.310.202.1060.751.100.5617.92180°180.5174.114.0263.74112.7567.762371929.316.30113.66516.3012.640.4W23(φ1000)0.002.842.840.202.5710.751.100.5616.41180°228.0582.853.6858.36166.0062.04W3'-W317115.66814.10815.6681.560.3W3'(φ1000)0.001.761.760.20271915.66814.00815.6681.660.3W3(φ1000)0.001.861.860.201.8100.751.000.565.04180°38.4016.290.1781.600.6413.5122.6515.75W4'-W419716.69715.40816.6971.290.3W4'(φ700)0.001.491.490.2029616.69715.30816.6971.390.3W4(φ700)0.001.591.590.201.5390.751.000.563.36180°19.899.230.1781.070.429.019.3910.50W5'-W5113918.76917.53318.7691.240.3W5'(φ700)0.001.441.440.202139918.76917.43318.7691.340.3W5(φ700)0.001.541.540.201.4860.751.000.565.04180°28.2813.370.6415.1112.5315.75W6'-W61176.11420.00818.63420.0081.370.3W6'(φ1000)0.001.571.570.202176.1141020.00818.53420.0081.470.3W6(φ1000)0.001.671.670.201.6240.751.000.565.60180°36.0216.240.7116.7918.5217.50W8'-W8129220.36219.00220.3621.360.3W8'(φ1000)0.001.561.560.202292720.36218.90220.3621.460.3W8(φ1000)0.001.661.660.201.6100.751.000.563.92180°24.8811.270.4911.7612.6312.25W12'-W12-W12''141117.66716.21217.6671.460.3W12'(φ700)0.001.661.660.2024116.517.66716.11217.6671.560.3W12(φ700)0.001.761.760.201.7050.751.000.563.64180°25.2511.080.4610.9213.8811.383411417.66716.21217.6671.460.3W12''(φ700)0.001.661.660.201.7050.751.000.562.24180°15.546.820.286.728.547.00W18'-W18159815.40014.03715.4001.360.3W18'(φ1000)0.001.561.560.202598815.40013.93715.4001.460.3W18(φ1000)0.001.661.660.201.6130.751.000.564.48180°28.5112.900.5713.4314.5114.00W21'-W21165715.23013.91715.2301.310.3W21'(φ1000)0.001.511.510.202657915.52313.81715.5231.710.3W21(φ1000)0.001.911.910.201.7100.751.000.565.04180°35.1115.390.6415.1119.3615.75(W7-2)-(W7-1)-W7126220.17019.25120.1700.920.3W7''(φ1000)0.001.121.120.2022628.65520.17019.22520.1700.950.3W7'(φ1000)0.001.151.150.201.1320.751.000.564.85180°18.129.800.6114.532.9715.15326239.47720.49119.00720.4911.480.3W7(φ1000)0.001.681.680.201.4150.751.000.5622.11180°115.0855.842.7966.3045.9969.08合计394.152889.941309.762.6781.991362.841442.441447.50φ1000重型井盖污水井18座W1、W2、W3、W6、W6-1、W7、W7-1、W8、W9、W10、W11、W13、W14、W16、W18、W19、W20、W21-1、φ1000轻型井盖污水井8座W3-1、W7-2、W8-1、W12-1、W18-1、W21、W22、W23φ700重型井盖污水井6座W4、W5、W5-1、W12、W12-2、W17、φ700轻型井盖污水井1座W4-1、&P/&N12345678912131416171819202122232425262730313233序号桩号管长自然地面标高管内底高设计路面标高埋深管径井号管壁t挖深最终井深管道基础C1挖土平均深度放坡系数基底宽基座模板基础形式挖土总体积m3砼基础体积m3管体积m3回填石粉体积m3回填土体积m3余土外运体积m3每米∑放坡不放坡每米∑放坡不放坡放坡不放坡Y-1~Y-7145029.08526.24629.0852.8391.0Y-10.103.093.090.150.752.500.900.000.000.4540.000.000.000.000.0024803028.92826.08928.9282.841.0Y-20.103.093.090.153.0890.752.500.9027.00446.370.45413.6233.91168.22230.61215.7635103028.66625.82728.6662.841.0Y-30.103.093.090.153.0890.752.500.9027.00446.370.45413.6233.91168.22230.61215.7645403028.10925.2728.1092.841.00.103.093.090.153.0890.752.500.9027.00446.370.45413.6233.91168.22230.61215.7628.10924.2728.1093.841.0Y-40.104.094.090.153.5890.752.500.900.000.000.4540.000.000.000.000.0055703027.28823.9727.2883.321.00.103.573.570.153.8290.752.500.9027.00616.930.45413.6233.91168.22401.17215.7627.28823.6727.2883.621.0Y-50.103.873.870.153.7180.752.500.900.000.000.4540.000.000.000.000.0066003026.42923.3726.4293.061.00.103.313.310.153.5890.752.500.9027.00558.880.45413.6233.91168.22343.12215.7626.42923.0726.4293.361.0Y-60.103.613.610.153.4590.752.500.900.000.000.4540.000.000.000.000.007624.625.525.80022.9325.8002.871.0Y-70.103.123.120.153.3650.752.500.9022.95430.980.45411.5828.83142.99247.59183.39Y2-1~Y-2~Y-2-21028.92826.10028.9282.830.6Y2-1(φ1250)0.062.992.990.100.0020228.92826.08928.9282.840.60.063.000.102.9940.751.920.561.12120°24.9411.500.1780.360.816.5117.257.68301028.92826.13928.9282.790.6Y2-2(φ1250)0.062.952.950.102.9740.751.920.565.60120°123.4457.100.1781.784.0732.5685.0238.41Y5-1~Y-5~Y-5-21027.64423.98027.6443.660.6Y5-1(φ1250)0.063.823.820.100.0020227.28823.97027.2883.320.60.063.480.103.6510.751.920.561.12120°34.0114.020.1780.360.816.5126.337.68301227.64424.01027.6443.630.6Y5-2(φ1250)0.063.793.790.103.6360.751.920.566.72120°202.7683.770.1782.144.8839.08156.6646.09雨水口连接管1432.0001.0002.0001.000.30.041.121.120.081.1200.751.340.3515.05120°104.9964.530.0723.104.8777.0719.9585.04合计187.563436.0287.40213.841145.841988.941447.0847.72雨水管DN30043雨水井(φ1250)3M内1(轻型井盖)Y2-1雨水管DN60026雨水井(φ1250)3M内1(重型井盖)Y2-2雨水管DN800雨水井(φ1250)4M内1(轻型井盖)Y5-1雨水管DN1000175.5雨水井(φ1250)4M内1(重型井盖)Y5-2雨水井(φ1500)3.5M内2(轻型井盖)Y2,3雨水井(φ1500)3.5M内1(重型井盖)Y7雨水井(φ1500)4M内2(轻型井盖)Y5,6雨水井(φ1500)4.5M内1(轻型井盖)Y4偏沟单雨水井篦11(重型井盖)拆除路面工程量DN30043M57.62DN60022M42.24DN100055.5M138.750.230781238.610.0616805污水管道计算(自然标高挖,设计标高填)1234567891112131617181910232427282930313233序号桩号管长自然地面标高管内底高设计路面标高埋深管径井号井径管壁t挖深最终井深管道基础(砂垫层)挖土平均深度放坡系数基底宽基础砂体积挖土总体积m3管体积m3回填石粉体积m3回填土体积m3余土外运体积m3放坡不放坡放坡不放坡放坡不放坡放坡不放坡一、W1-W1715438.33034.90038.3303.430.4W110003.533.530.102843038.15034.70038.1503.450.4W210003.553.550.103.5400.751.203.83409.40127.443.7750.9128.63350.9091.2158.5036.23311429.537.69034.50037.6903.190.4W310003.293.290.103.4200.751.203.76379.85121.073.7150.0628.15322.3385.4557.5335.62414428.737.21034.31037.2102.900.4W410003.003.000.103.1450.751.203.66321.22108.313.6048.7027.39265.2573.6655.9734.66517428.836.72033.92036.7202.800.4W510002.902.900.102.9500.751.203.67289.93101.953.6248.8727.49233.7767.1856.1634.7862043036.24033.51036.2402.730.4W610002.832.830.102.8650.751.203.83287.83103.143.7750.9128.63229.3366.9258.5036.2372343035.72033.10035.7202.620.410002.722.720.102.7750.751.203.83273.1699.903.7750.9128.63214.6663.6858.5036.2335.72032.60035.7203.120.4W710003.223.220.102.9700.751.200.000.000.000.000.000.000.000.000.000.0082643034.94031.66034.9403.280.4W810003.383.380.103.0500.751.203.83319.11109.803.7750.9128.63260.6173.5758.5036.23929430.733.89030.71033.8903.180.4W910003.283.280.103.3300.751.203.91378.00122.683.8652.0929.30318.1385.6159.8737.071032430.732.79029.75032.7903.040.4W1010003.143.140.103.2100.751.203.91355.51118.263.8652.0929.30295.6481.1959.8737.071135430.231.69028.81031.6902.880.4W1110002.982.980.103.0600.751.203.85322.98110.893.7951.2528.82264.0974.4358.8936.47123843030.59027.87030.5902.720.4W1210002.822.820.102.9000.751.203.83293.63104.403.7750.9128.63235.1368.1858.5036.231341427.429.65027.02029.6502.630.4W1310002.732.730.102.7750.751.203.49249.4991.243.4446.5026.15196.0658.1653.4333.091444427.829.16026.59029.1602.570.4W1410002.672.670.102.7000.751.203.54242.0790.073.4947.1726.53187.8656.5054.2133.5715452829.11026.47029.1102.640.4W1510002.742.740.102.7050.751.201.0269.8725.971.0013.587.6454.2716.3115.609.66二、W1-1~W1-2138.33034.93038.3303.400.4W1-110003.503.500.1025.538.33034.90038.3303.430.410003.530.103.5150.751.200.7074.1623.200.699.335.2563.4416.5610.736.6439.538.33034.95038.3303.380.4W1-210003.483.480.103.5050.751.201.21127.4939.961.1916.129.07108.9628.4918.5311.47三、W5-1~W5136.72033.92036.7202.800.410002.902.900.102636.72034.31036.7202.410.4W5-110002.512.510.102.7050.751.200.7752.4019.480.7510.185.7340.7012.2311.707.25四、W8-1~W8134.94031.66034.9403.280.4W8-110003.383.380.1025.534.94031.66034.9403.280.410003.380.103.3800.751.200.7069.4322.310.699.335.2558.7115.6710.736.64五、W12-1~W12130.59027.87030.5902.720.410002.822.820.1026.530.67028.24030.6702.430.4W12-110002.532.530.102.6750.751.200.8355.7520.870.8211.036.2043.0713.0212.687.85合计424.80054.1624571.26953.355720.8433742.909828.360污水井(1000)3M内2(轻型井盖)W5-1,W12-1污水井(1000)3M内8(重型井盖)W4~6,11~153.5M内3(轻型井盖)W1-1,1-2,8-13.5M内5(重型井盖)W3,7~104M内2(重型井盖)W1.22井架４.0米内座20&P/&N