土方计算(定额)

1、钢管管沟土方计算（定额）管径（DN） 管沟长度（m）深度（m）放坡系数管沟槽底宽度（m）管沟槽顶宽度（m）开挖(m)回填(m)20010.700.70.700.50.5100600000.700.60.6025200.025200.0150.6900.60.606.26.2241.790.330.61.7851.251.2251.1900.60.6017.917.9391.360.330.61.5055.655.6112.790.330.62.4446.746.7161.920.330.61.8737.937.954.81.820.330.61.80119.7119.76.31.920.330

2、.61.8714.914.9332.120.330.62.0090.990.961.680.330.61.7111.611.61273.380.330.62.83736.4736.41431.680.330.61.71277.3277.3301.260.330.61.4338.438.478.10.9600.60.6045.045.010.20.300.60.601.81.880.20.2500.60.6012.012.0790.200.60.609.59.540.9000.60.600.00.000.60.600.00.01131.620.330.61.67207.7207.7330.320

3、0.60.606.36.3160.1800.60.601.71.7380.1900.60.604.34.313.41.1900.60.609.69.6690.100.60.604.14.1690.100.60.604.14.100.60.600.00.0361.750.330.61.7674.274.22081.690.330.61.72407.0407.0102.480.330.62.2435.235.2102.680.330.62.3739.839.8770.2900.60.6013.413.4120.0900.60.600.60.6170.2500.60.602.62.621000.60

4、.600.00.043000.60.600.00.0400.2300.60.605.55.566000.60.600.00.000.60.600.00.038.50.7500.60.6017.317.316.71.60.330.61.6630.130.1201.480.330.61.5832.232.233.71.0600.60.6021.421.470.81.670.330.61.70136.1136.100.60.600.00.0100131.810.330.61.7928.228.2150211.30.330.71.5630.830.82009.52.330.330.72.2432.53

5、2.5300692.790.3312.84369.8369.830049.83.680.3313.43405.8405.830011.52.510.3312.6652.852.830062.52.430.3312.60273.7273.7500382.70.331.22.98214.5214.550034.60.331.24.2437.537.565140.6800.60.605.75.71009.40.8700.60.604.94.9300110.63011.006.96.91007000.60.600.00.0200170.100.70.701.21.23005.50.14011.000.

6、80.810019000.60.600.00.010011.6000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.04015000.60.600.00.0804.6000.60.600.00.0801.60.100.60.600.10.1100139.6000.60.600.00.010028.50.2700.60.604.64.65011000.60.600.00.020100.1800.60.601.11.115024000.70.700.00.000.60.600.00.0200110.1200.70

7、.700.90.964240.1200.60.601.71.7407330.700.60.60307.9307.900.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.000.60.600.00.0混凝土管管沟土方计算（定额）管径（DN）管沟长度（m）深度（m）放坡系数管沟槽底宽度（m）管沟槽顶宽度（m）开挖(m)回填(m)3020020.330.82.12584.0584.000.80.800.00

8、.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.000.80.800.00.0钢管管沟

9、土方计算（定额，无垫层）管径（DN）管沟长度（m）管中深度（m）放坡系数管沟深度（m）管沟槽底宽度（m）管沟槽顶宽度（m）开挖(m)回填(m)500271.1501.411.21.2045.745.7350551.1501.33511.0073.473.400.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.

10、600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.000.010.60.600.00.0混凝土管管沟土方计算（定额，图集180砂石基础）管径（DN）管沟长度（m）管内底深度（m）放坡系数管沟深度（m）管沟槽底宽度（m）管沟槽顶宽度（m）开挖(m)20036101.120.90

11、.9036.370071.670.331.841.83.0131.04006101.141.21.208.2400401.30.331.441.22.1596.54002271.820.331.961.22.49821.7200481.430.331.550.91.92105.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.

12、80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.000.10.80.800.0混凝土管回填砂计算（定额，图集180砂石基础）回填砂和土(m)管径（DN）管沟长度（m）管沟槽底宽度（m）砂基础顶宽度（m）砂基础深度（m）回填砂(m)36.33002001.21.380.2862.228.30.80.870.10.08.20.80.870.10.096.50.80.870.10.0821.70.80.870.10.0105.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.0

13、0.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.00.00.80.870.10.0混凝土管管沟土方计算（定额，图集180砂石基础） 钢管回填砂计算（按济南设计院污水厂图纸150度砂石基础，且管底设150mm砂

14、基础） 钢管回填砂计算（管底砂垫层100mm，回填砂至180）管径（DN）管沟长度（m）管沟槽底宽度（m）砂基础深度（m）回填砂(m)管径（DN）2009910.2221.16002001500.90.22405400228.79001502040.90.20554050136.512001001230.80190080041.51.80.44621600726.31200600291.50.37216200513.41200800281.80.44621600717.8120080021.80.4462160071.312000.80.150.010000.80.1

15、50.010000.80.150.010000.80.150.010000.80.150.01500.80.150.01500.80.150.05000.80.150.07000.80.150.01500.80.150.01500.80.150.02000.80.150.07000.80.150.06000.80.150.05000.80.150.0100钢管过路处回填砂（管底砂垫层100mm，回填砂至路面以下300mm）管沟长度（m）管沟槽底宽度（m）砂基础深度（m）回填砂(m)管径（DN）管沟长度（m）管中深度（m）127.61.20.4025.26001131.585.21.70.552

16、5.5120041.5109.420.7029.5120012.51.524.21.70.557.2120042.31920.705.1500781.55120.700.350041.270.820.7019.1100041.318.720.705.015041101.70.602.450042.3336.41.70.608.660.81.70.6014.351.70.601.265.10.70.186.860.70.180.61351.20.3530.254.81.50.4515.958.40.70.186.1410.70.184.3100.70.201.1761.50.4522.1991.

17、20.4019.5381.20.358.51180.60.159.7 钢管回填砂计算（管底砂垫层100mm，回填砂至180）放坡系数砂基础深度（m）管沟槽底宽度（m）管沟槽顶宽度（m）回填砂(m)0.331.611.22.26283.00.331.9123.2615.60.331.9123.2648.70.332.7123.7926.90.331.611.22.26202.10.331.261.22.037.40.331.611.72.7611.200.8850.70.702.40.332.391.22.7818.2钢管过路处回填砂（管底砂垫层100mm，回填砂至路面以下300mm）方形阀门井

18、土方计算（定额）垫层宽度（m）垫层长度（m）垫层底深度（m）放坡系数基槽底宽度（m）基槽底长度（m）基槽顶宽度（m）基槽顶长度（m）开挖(m)1.525101.725.201.7025.2042.81.350101.550.201.5050.2075.31.135.50.801.335.701.3035.7037.100.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.20

19、0.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.000.20.200.200.200.0圆形阀门井土方计算（定额）回填(m)垫层直径（m）垫层底深度（m）放坡系数基槽底直径（m）基槽顶直径（m）开挖(m)回填(m)10.62.882.280.333.084.5826.613.820.53.281.730.333.484.6222.49.511.700.20.200.00.00.02.881.430.333.084.0214.26.20.02.882.280.333.084.5826.613.80.02.282.260.332.483.9718.811.10.02.282.260.332.483.9718.811.10.000.20.200.00.00.02.282.980.332.484.4528.818.70.02.28