土方计算

长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积L=0.208*0.208*3.14*B0.000.2813.3120.382.040.281.760.316.489.516.794.088.150.231.136.793.14167.97203.4120.804.0332.134.3656.8659.5923.1124.6378.812.8617.5984.832.29127.33141.1714.573.1826.763.4137.0730.552.3612.1853.922.1614.1464.092.0482.1471.9521.9692.2822.5632.2491.8631.6781.4671.6621.9292.1342.3652.1370.2500.2500.2500.2500.2500.2500.2500.2500.2500.2500.2500.2500.2500.2500.2501.3811.3811.3811.3811.3811.3811.3811.3811.3811.3811.3811.3811.3811.3811.3810.66631.80248.7014.8700.6664.2050.74415.49022.72716.2349.74019.4810.5492.69816.2340.0512.4493.7500.3750.0510.3240.0571.1931.7501.2500.7501.5000.0420.2081.2500.61429.35344.9514.4950.6143.8810.68614.29720.97714.9848.99017.9810.5062.49014.9840.5000.5000.5000.5000.5000.5000.5000.5000.5000.5000.5000.5000.5000.5000.5001.5461.5461.5461.5461.5461.5461.5461.5461.5461.5461.5461.5461.5461.5461.546清单填方清单回填土方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+KBCDEFG=C-D-E+F0.8401.6801.1401.0901.1902.0402.0401.0900.8700.5300.2301.1201.0401.7401.7401.050HIJK=I+J1.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.2161.216M=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.002.0597.95150.0015.002.0512.9545.3045.2945.6045.8545.8545.8545.8545.8545.6845.4645.2446.2346.1046.1046.1046.0143.8042.9543.8044.1044.0043.1543.1544.1044.1544.2744.3544.4544.4043.7043.7044.300.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.150.8001.2601.4101.1151.1401.6152.0401.5650.9800.7000.3800.6751.0801.3901.7401.3950.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.8000.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.4160.416主线DN4002.2947.7170.0050.0030.0060.001.698.3150.00建设单位（签字）：监理单位（签字）：施工单位（签字）：

120.0080.0090.0060.00950.0046.3646.5746.7846.9944.5044.5544.6045.000.810.810.810.810.150.150.150.151.2001.3601.5201.3301.1251.2801.4401.4250.8000.8000.8000.8000.4160.4160.4160.4161.2161.2161.2161.21616.3010.8712.238.15129.06164.19124.54157.62103.99114.4091.35120.2879.09940.28清单回填土方1.9592.0612.1672.1570.2500.2500.2500.2501.3811.3811.3811.38138.96125.97429.22119.4813.0002.0002.2501.50035.96123.97426.97117.981284.6910.5000.5000.5000.5001.5461.5461.5461.546长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积L=0.208*0.208*3.14*B清单填方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+KBCDEF支线(1)DN300G=C-D-E+F1.4201.9203.5203.5201.1201.070HIJK=I+JM=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.0021.513.8616.635.796.2154.0045.7945.7945.7945.7945.7945.7943.7043.2041.6041.6044.0044.050.810.810.810.810.810.810.140.140.140.140.140.141.6702.7203.5202.3201.0950.8000.8000.8000.8000.8000.3140.3140.3140.3140.3141.1141.1141.1141.1141.1141.6650.2991.2870.4480.4814.17940.01711.69665.21114.9647.57533.52310.53160.19013.2165.700123.160清单回填土方2.2162.9093.4372.6451.8370.2150.2150.2150.2150.2151.2561.2561.3291.2561.2565.4800.9834.3671.4751.5820.3230.0580.2490.0870.0935.1570.9254.1181.3881.48913.0780.5000.5000.5000.5000.5001.4441.4441.4441.4441.444长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积L=0.208*0.208*3.14*B清单填方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+K支线(2)DN100BCDEFG=C-D-E+F0.3500.3500.910HIJK=I+JM=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.008.151.3546.0946.0946.0945.0545.0544.490.810.810.810.120.120.120.3500.6300.6000.6000.1120.1120.7120.7120.0800.0132.0310.6061.1830.4650.9431.1280.1450.1450.8080.8080.8980.1490.0730.0120.8250.1370.3500.5000.9431.042建设单位（签字）：监理单位（签字）：施工单位（签字）：

线(2)DN100

1.3527.1538.00设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度管道外径下底宽度46.0946.0945.0545.050.810.810.120.120.3500.3500.6300.3500.6000.6000.1120.1120.7120.7120.0130.2670.374管道体积L=0.208*0.208*3.14*B0.6066.7660.4653.9406.053清单回填土方回填砂高1.1280.9430.1450.1450.8080.8080.1492.9910.0120.2440.1372.7473.845回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+K0.5000.3501.0420.943长度工作面清单填方上口宽支线(3)DN100BCDEFG=C-D-E+F0.9000.3700.370HIJK=I+JM=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.001.2827.2228.5046.1646.1646.1644.5745.1045.100.810.810.810.120.120.120.6350.3700.6000.6000.1120.1120.7120.7120.0130.2680.2810.5797.1710.4454.3384.783清单回填土方1.1310.9560.1450.1450.8080.8080.1412.9990.0120.2450.1302.7542.8840.5000.3701.0420.956长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积L=0.208*0.208*3.14*B清单填方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+K支线(4)DN300BCDEFG=C-D-E+F1.3303.1303.1301.0800.980HIJK=I+JM=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.004.3515.654.9514.0539.0046.0546.0546.0546.0546.0544.0542.2542.2544.3044.400.810.810.810.810.810.140.140.140.140.142.2303.1302.1051.0300.8000.8000.8000.8000.3140.3140.3140.3141.1141.1141.1141.1140.3371.2110.3831.0873.01910.80654.56911.60816.1219.49349.84410.11311.87981.330清单回填土方2.5863.1802.5031.7940.2150.2150.2150.2151.2561.2561.2561.2561.1083.9871.2613.5790.0650.2350.0740.2111.0433.7521.1873.3699.3510.5000.5000.5000.5001.4441.4441.4441.444长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积清单填方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）人工回填上口线(5)DN

建设单位（签字）：监理单位（签字）：施工单位（签字）：

支线(5)DN100BCDEFG=C-D-E+F0.3900.3901.0200.3900.390HIJK=I+JL=0.208*0.208*3.14*BM=K*H*BN=M-L-ACO=0.33*H*2+KPQ=R=S=0.025*0.33*P*(O+K)*N/2*B2+KBT=R-SUV=U*0.33*2+K0.007.981.521.5226.9838.0046.3346.3346.3346.3346.3345.2545.2544.6245.2545.250.810.810.810.810.810.120.120.120.120.120.3900.7050.7050.3900.6000.6000.6000.6000.1120.1120.1120.1120.7120.7120.7120.7120.0790.0150.0150.2660.3742.2160.7630.7637.4921.3850.6050.6054.6847.278清单回填土方0.9691.1771.1770.9690.1450.1450.1450.1450.8080.8080.8080.8080.8790.1670.1672.9730.0720.0140.0140.2430.8070.1540.1542.7303.8450.3900.5000.5000.3900.9691.0421.0420.969长度设计地面高程设计管路面结砂基底高程构厚度础厚度回填高度平均回填高度工作面管道外径下底宽度管道体积L=0.208*0.208*3.14*B清单填方上口宽回填砂高回填砂部回填砂回填砂回填砂体人工回分（管道上口（含管道）积填高体积）Q=R=S=0.025*0.33*P*(O+K)*N/2*B2+KB人工回填上口V=U*0.33*2+K支线(6)DN300BCDEFG=C-D-E+F0.6900.6901.4300.6900.690HIJK=I+JM=K*H*BN=M-L-ACO=0.33*H*2+KPT=R-SU0.0022.971.791.7941.4568.0046.7346.7346.7346.7346.7345.3745.3744.6345.3745.370.810.810.810.810.810.140.140.140.140.140.6901.0601.0600.6900.8000.8000.8000.8000.3140.3140.3140.3141.1141.1141.1141.1141.7780.1390.1393.2085.26317.6562.1142.11431.86110.7211.5731.57319.34733.2151.5691.8141.8141.5690.2150.2150.2150.2151.2561.2561.2561.2565.8520.4560.45610.5600.3450.0270.0270.6225.5070.4290.4299.93816.3040.5000.5000.5000.5001.4441.4441.4441.444工 程 量 合 计

DN400管线长度950.000DN300管线长度161.000DN100清单土方量管线长度104.5001196.103人工回填砂333.997人工回填土315.651监理单位（签字）：

机械回填土1502.071土方外弃476.544回填总量2151.719建设单位（签字）：施工单位（签字）：

人工回填土方含管人工回填土机械挖机械挖清单砂外弃道和砂基方土高度土下口机械挖土量（含管道清单回填重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B1.4160.5230.7601.5462.8000.6230.57267.64424.9850.9101.546164.58729.78227.333103.59038.2610.6151.546161.35945.60841.85810.3593.8260.6401.54616.8714.5614.1861.4160.5231.1151.5464.3750.6230.5728.9433.3031.5401.54640.9713.9373.6141.5810.5841.0651.5464.6280.6960.63932.94912.1700.4801.54639.03714.50613.31348.34217.8550.2001.54622.57121.28419.53434.53012.754-0.1201.546-9.04015.20313.95320.7187.6520.1751.5468.4219.1228.37241.43615.3050.5801.54660.46818.24316.7431.1670.4310.8901.5462.7670.5140.4725.7392.1201.2401.54620.1492.5272.31934.53012.7540.8951.54682.40915.20313.953建设单位（签字）：监理单位（签字）：施工单位（签字）：

82.87230.6090.6251.546131.43436.48633.48655.24820.4060.7801.546112.54524.32422.32462.15422.9570.9401.546157.05127.36525.11541.43615.3050.9251.546102.75518.24316.743242.3221126.159265.098人工回填人工回填土机械挖清单砂外弃土方含管机械挖道和砂基方土高度土下口机械挖土量（含管道清单回填重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B13.7566.9331.1701.44446.0585.1524.8292.4681.2442.2201.44418.6520.9250.86710.6355.2303.0201.444122.5733.9833.7343.7031.8661.8201.44421.5461.3871.3003.9712.0020.5951.4446.0611.4871.39417.276214.88912.124人工回填土方含管人工回填土机械挖机械挖清单砂外弃道和砂基方土高度土下口机械挖土量（含管道清单回填重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B2.3601.4560.0000.9430.0000.8410.7680.5920.4420.1301.0420.1900.1390.127建设单位（签字）：监理单位（签字）：施工单位（签字）：

0.5920.4420.1301.0420.1900.1390.1277.8634.8490.0000.9430.0002.8032.5597.1890.3813.581人工回填土方含管人工回填土机械挖机械挖清单砂外弃道和砂基方土高度土下口机械挖土量（含管道清单回填重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B0.5610.4190.1351.0420.1880.1320.1218.4015.3780.0000.9560.0002.8102.5655.7980.1882.686人工回填土方含管人工回填土机械挖机械挖清单砂外弃方土高度机械挖土量（含管道清单回填道和砂基土下口重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B2.7821.4021.7301.44415.1631.0420.97710.0085.0452.6301.44495.1573.7483.5143.1661.5961.6051.44415.6801.1861.1118.9854.5290.5301.44412.0553.3653.15412.571138.0558.756人工回填土方含管人工回填土机械挖机械挖清单砂外弃机械挖土量（含管道清单回填道和砂基方土高度土下口重影量）砂量建设单位（签字）：监理单位（签字）：施工单位（签字）：

W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B2.6161.7300.0000.9690.0000.8240.7520.6670.4980.2051.0420.3460.1570.1430.6670.4980.2051.0420.3460.1570.1438.8465.8510.0000.9690.0002.7852.5438.5770.6923.581人工回填土方含管人工回填土机械挖机械挖清单砂外弃道和砂基方土高度土下口机械挖土量（含管道清单回填重影量）砂量W=AA=(V+K)*U/X=W-T-LY=H-UZ=V(Z+O)*Y/2AB=P*B*KAC=AB-S2*B*B14.6897.4040.1901.4446.5765.5025.1571.1450.5770.5601.4441.6330.4290.4021.1450.5770.5601.4441.6330.4290.40226.50713.3610.1901.44411.8669.9289.30621.91921.70715.267清单外弃工程量清单回填砂量453.638311.092建设单位（签字）：

监理单位（签字）：

施工单位（签字）：

总量.719