管道开挖回填基础工程量计算表.xls

A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V90扇形面积 90扇形中三角形 面积 270扇形面积 0.60.060.50.10.1050.331.722.26120.821.631.630.1017360.06480.3052080.330.330.900.90 0.70.070.50.150.1230.331.842.49340.992.152.150.1384740.08820.4154220.480.481.111.11 0.80.080.50.150.1410.331.962.69261.112.582.580.1808640.11520.5425920.530.531.331.33 0.90.090.50.20.1580.332.082.92481.283.203.200.2289060.14580.6867180.700.701.581.58 10.10.50.20.1760.332.23.1241.43.733.730.28260.180.84780.770.771.831.83 1.10.110.60.20.1930.332.523.52321.524.594.590.3419460.21781.0258380.920.922.312.31 1.20.120.60.250.2110.332.643.75541.695.405.400.4069440.25921.2208321.141.142.642.64 1.350.1350.60.250.2370.332.824.05421.876.436.430.51503850.328051.54511551.261.263.103.10 1.50.150.60.30.2640.3334.3862.17.767.760.635850.4051.907551.571.573.653.65 1.650.1650.80.30.290.333.585.08482.289.889.880.76937850.490052.30813551.951.954.854.85 1.80.180.80.30.3160.333.765.38362.4611.2511.250.9156240.58322.7468722.112.115.485.48 20.20.80.30.3510.3345.7822.713.2113.211.13040.723.39122.332.336.356.35 2.20.220.80.30.3870.334.246.18042.9415.3215.321.3677840.87124.1033522.572.577.277.27 2.40.230.80.30.4190.334.466.54563.1617.3917.391.60524651.022454.81573952.792.798.178.17 2.60.2350.80.30.450.334.676.89423.3719.4919.491.8496366251.17811255.5489098753.023.029.079.07 2.80.2550.80.30.850.334.917.29263.6122.0322.032.1501346251.36951256.4504038755.305.308.128.12 c2 放坡系 数 管道断面积 基础工程基础工程 量量 基础上表基础上表 面回填至面回填至 管顶工程管顶工程 量量 06MS201-1 06MS201-1 90 90 砂石基础 砂石基础 钢筋混凝土钢筋混凝土 管（8）管（8） 每m工程量 开挖至管顶土石方工程量 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) ac1 标准图籍相关工程量计算表标准图籍相关工程量计算表 管基尺寸(m) 标准图籍相关工程量计算表标准图籍相关工程量计算表 30.2750.80.30.520.335.157.6913.8524.7224.722.4732406251.57531257.4197218753.553.5511.2811.28 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V120扇形面积 120扇形中三角 形面积 240扇形面积 0.40.040.40.10.120.331.281.66280.580.850.850.0602880.02494080.1205760.260.260.410.41 0.50.050.40.10.150.331.41.8620.71.141.140.09420.038970.18840.320.320.540.54 0.60.060.50.10.180.331.722.26120.821.631.630.1356480.05611680.2712960.430.430.800.80 0.70.070.50.150.210.331.842.49340.992.152.150.1846320.07638120.3692640.600.600.990.99 0.80.080.50.150.240.331.962.69261.112.582.580.2411520.09976320.4823040.670.671.191.19 0.90.090.50.20.270.332.082.92481.283.203.200.3052080.12626280.6104160.870.871.421.42 10.10.50.20.30.332.23.1241.43.733.730.37680.155880.75360.960.961.631.63 1.10.110.60.20.330.332.523.52321.524.594.590.4559280.18861480.9118561.161.162.062.06 1.20.120.60.250.360.332.643.75541.695.405.400.5425920.22446721.0851841.421.422.362.36 1.350.1350.60.250.4050.332.824.05421.876.436.430.6867180.28409131.3734361.591.592.782.78 1.50.150.60.30.450.3334.3862.17.767.760.84780.350731.69561.941.943.273.27 1.650.1650.80.30.4950.333.585.08482.289.889.881.0258380.42438332.0516762.452.454.354.35 1.80.180.80.30.540.333.765.38362.4611.2511.251.2208320.50505122.4416642.682.684.914.91 20.20.80.30.60.3345.7822.713.2113.211.50720.623523.01442.982.985.705.70 2.20.220.80.30.660.334.246.18042.9415.3215.321.8237120.75445923.6474243.313.316.546.54 2.40.230.80.30.7150.334.466.54563.1617.3917.392.1403286670.88544174.2806573333.613.617.367.36 06MS201-1 06MS201-1 120砂石基120砂石基 础钢筋混凝础钢筋混凝 土管（9）土管（9） c2 开挖至管顶土石方工程量管道断面积 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 放坡系 数 每m工程量 ac1 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 标准图籍相关工程量计算表标准图籍相关工程量计算表 2.60.2350.80.30.7680.334.676.89423.3719.4919.492.4661821671.019580774.9323643333.923.928.178.17 2.80.2550.80.30.8280.334.917.29263.6122.0322.032.8668461671.185281215.7336923334.284.289.159.15 30.2750.80.30.8880.335.157.6913.8524.7224.723.2976541671.363452056.5953083334.654.6510.1810.18 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V150扇形面积 150扇形中三角 形面积 210扇形面积 0.30.030.40.10.1330.331.161.46360.460.600.600.042390.008172360.0593460.250.250.250.25 0.40.040.40.10.1780.331.281.66280.580.850.850.075360.014374080.1055040.320.320.350.35 0.50.050.40.10.2220.331.41.8620.71.141.140.117750.02260440.164850.390.390.470.47 0.60.060.50.10.2670.331.722.26120.821.631.630.169560.032341680.2373840.540.540.690.69 0.70.070.50.150.3110.331.842.49340.992.152.150.230790.044223480.3231060.730.730.860.86 0.80.080.50.150.3560.331.962.69261.112.582.580.301440.057496320.4220160.830.831.031.03 0.90.090.50.20.40.332.082.92481.283.203.200.381510.07302960.5341141.061.061.231.23 10.10.50.20.4450.332.23.1241.43.733.730.4710.0898380.65941.181.181.421.42 1.10.110.60.20.4890.332.523.52321.524.594.590.569910.109022760.7978741.431.431.791.79 1.20.120.60.20.5340.332.643.72241.645.225.220.678240.129366720.9495361.571.572.022.02 1.350.1350.60.250.60.332.824.05421.876.436.430.85839750.16431661.20175651.941.942.432.43 1.50.150.60.30.6670.3334.3862.17.767.761.059750.20257021.483652.352.352.862.86 1.650.1650.80.30.7340.333.585.08482.289.889.881.28229750.244823041.79521653.023.023.783.78 1.80.180.80.30.80.333.765.38362.4611.2511.251.526040.29211842.1364563.303.304.284.28 20.20.80.30.8890.3345.7822.713.2113.211.8840.36051122.63763.703.704.994.99 2.20.220.80.30.9780.334.246.18042.9415.3215.322.279640.436091043.1914964.114.115.735.73 06MS201-1 06MS201-1 150砂石基150砂石基 础钢筋混凝础钢筋混凝 土管（10）土管（10） c2 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 放坡系 数 每m工程量 开挖至管顶土石方工程量管道断面积 ac1 标准图籍相关工程量计算表标准图籍相关工程量计算表 2.40.230.80.31.060.334.466.54563.1617.3917.392.6754108330.51111063.7455751674.514.516.466.46 2.60.2350.80.31.1380.334.676.89423.3719.4919.493.0827277080.588675574.3158187924.904.907.187.18 2.80.2550.80.31.2270.334.917.29263.6122.0322.033.5835577080.684256445.0169807925.375.378.068.06 30.2750.80.31.3160.335.157.6913.8524.7224.724.1220677080.787024355.7708947925.855.858.988.98 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V180扇形面积180扇形面积 0.20.030.40.10.130.331.061.29760.360.420.420.0265330.0265330.230.230.140.14 0.30.030.40.10.180.331.161.46360.460.600.600.0508680.0508680.300.300.200.20 0.40.040.40.10.240.331.281.66280.580.850.850.0904320.0904320.380.380.290.29 0.50.050.40.10.30.331.41.8620.71.141.140.14130.14130.470.470.390.39 0.60.060.50.10.360.331.722.26120.821.631.630.2034720.2034720.660.660.570.57 0.70.070.50.150.420.331.842.49340.992.152.150.2769480.2769480.880.880.710.71 0.80.080.50.150.480.331.962.69261.112.582.580.3617280.3617281.001.000.850.85 0.90.090.50.20.540.332.082.92481.283.203.200.4578120.4578121.261.261.031.03 10.10.50.20.60.332.23.1241.43.733.730.56520.56521.411.411.191.19 1.10.110.60.20.660.332.523.52321.524.594.590.6838920.6838921.731.731.501.50 1.20.120.60.250.720.332.643.75541.695.405.400.8138880.8138882.062.061.721.72 1.350.1350.60.250.810.332.824.05421.876.436.431.0300771.0300772.332.332.042.04 1.50.150.60.30.90.3334.3862.17.767.761.27171.27172.802.802.412.41 1.650.1650.80.30.990.333.585.08482.289.889.881.5387571.5387573.633.633.173.17 1.80.180.80.31.080.333.765.38362.4611.2511.251.8312481.8312483.993.993.603.60 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 放坡系 数 每m工程量 ac1 回填至管回填至管 顶工程量顶工程量 c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 06MS201-1 06MS201-1 180砂石基180砂石基 础钢筋混凝础钢筋混凝 土管（11）土管（11） 标准图籍相关工程量计算表标准图籍相关工程量计算表 20.20.80.31.20.3345.7822.713.2113.212.26082.26084.484.484.204.20 2.20.220.80.31.320.334.246.18042.9415.3215.322.7355682.7355685.005.004.854.85 2.40.230.80.31.430.334.466.54563.1617.3917.393.2104933.2104935.495.495.475.47 2.60.2350.80.31.5350.334.676.89423.3719.4919.493.699273253.699273255.985.986.116.11 2.80.2550.80.31.6550.334.917.29263.6122.0322.034.300269254.300269256.566.566.876.87 30.2750.80.31.7750.335.157.6913.8524.7224.724.946481254.946481257.167.167.677.67 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V90扇形面积 90扇形中三角形 面积 270扇形面积 0.60.0550.50.110.1040.331.712.25120.821.621.620.0989296250.06301250.2967888750.350.350.880.88 0.70.0550.50.110.1190.331.812.41720.921.941.940.1287596250.08201250.3862788750.390.391.041.04 0.80.060.50.120.1350.331.922.60641.042.352.350.1661060.10580.4983180.450.451.241.24 0.90.0650.50.130.1510.332.032.79561.162.802.800.2082016250.13261250.6246048750.520.521.451.45 10.070.50.140.1670.332.142.98481.283.283.280.25504650.162450.76513950.600.601.661.66 1.20.080.60.160.1990.332.563.56321.524.654.650.3629840.23121.0889520.830.832.372.37 1.40.090.60.180.2310.332.783.94161.765.925.920.48991850.312051.46975551.021.022.932.93 1.60.10.80.20.2640.333.44.7228.128.120.635850.4051.907551.421.424.164.16 1.80.1150.80.230.2970.333.635.12162.269.899.890.8087266250.51511252.4261798751.711.714.944.94 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 放坡系 数 每m工程量 ac1c2 开挖至管顶土石方工程量管道断面积 06MS201-1 06MS201-1 90砂石基90砂石基 础预应力混础预应力混 凝土管（12凝土管（12 ） 标准图籍相关工程量计算表标准图籍相关工程量计算表 20.130.80.260.3310.333.865.52322.5211.8211.821.00236650.638453.00709952.032.035.785.78 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V120扇形面积 120扇形中三角 形面积 240扇形面积 0.40.050.40.10.1250.331.31.6960.60.900.900.0654166670.02706250.1308333330.270.270.430.43 0.50.050.40.10.150.331.41.8620.71.141.140.09420.038970.18840.320.320.540.54 0.60.0550.50.110.1780.331.712.25120.821.621.620.1319061670.054415110.2638123330.440.440.790.79 0.70.0550.50.110.2030.331.812.41720.921.941.940.17167950.070847460.3433590.500.500.930.93 0.80.060.50.120.230.331.922.60641.042.352.350.2214746670.09162280.4429493330.580.581.111.11 0.90.0650.50.130.2580.332.032.79561.162.802.800.2776021670.114619430.5552043330.670.671.291.29 10.070.50.140.2850.332.142.98481.283.283.280.3400620.14068170.6801240.770.771.491.49 1.20.080.60.160.340.332.563.56321.524.654.650.4839786670.20021920.9679573331.081.082.122.12 管壁厚 t(m) 06MS201-1 06MS201-1 120砂石基120砂石基 础预应力混础预应力混 凝土管（13凝土管（13 ） 管基尺寸(m) 放坡系 数 每m工程量 ac1c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 图籍编号及名 称(页码) 管内径 D(m) 标准图籍相关工程量计算表标准图籍相关工程量计算表 1.40.090.60.180.3950.332.783.94161.765.925.920.6532246670.27023531.3064493331.321.322.632.63 1.60.10.80.20.450.333.44.7228.128.120.84780.350731.69561.851.853.723.72 1.80.1150.80.230.5080.333.635.12162.269.899.891.0783021670.445647932.1566043332.232.234.434.43 20.130.80.260.5650.333.865.52322.5211.8211.821.3364886670.55289772.6729773332.632.635.195.19 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V180扇形面积180扇形面积 0.40.050.40.10.250.331.31.6960.60.900.900.0981250.0981250.400.400.310.31 0.50.050.40.10.30.331.41.8620.71.141.140.14130.14130.470.470.390.39 0.60.0550.50.110.3550.331.712.25120.821.621.620.197859250.197859250.670.670.560.56 0.70.0550.50.110.4050.331.812.41720.921.941.940.257519250.257519250.760.760.670.67 0.80.060.50.120.460.331.922.60641.042.352.350.3322120.3322120.890.890.800.80 0.90.0650.50.130.5150.332.032.79561.162.802.800.416403250.416403251.031.030.940.94 10.070.50.140.570.332.142.98481.283.283.280.5100930.5100931.181.181.081.08 06MS201-1 06MS201-1 180砂石基180砂石基 础预应力混础预应力混 凝土管（14凝土管（14 ） 放坡系 数 每m工程量 ac1c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 标准图籍相关工程量计算表标准图籍相关工程量计算表 1.20.080.60.160.680.332.563.56321.524.654.650.7259680.7259681.661.661.541.54 1.40.090.60.180.790.332.783.94161.765.925.920.9798370.9798372.032.031.931.93 1.60.10.80.20.90.333.44.7228.128.121.27171.27172.872.872.712.71 1.80.1150.80.231.0150.333.635.12162.269.899.891.617453251.617453253.413.413.243.24 20.130.80.261.130.333.865.52322.5211.8211.822.0047332.0047334.004.003.823.82 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V120扇形面积 120扇形中三角 形面积 240扇形面积 0.60.0550.10.10.1780.330.911.44460.810.950.950.1319061670.054415110.2638123330.1750.1750.380.38 0.70.060.10.10.2050.331.021.62720.921.221.220.1759446670.07278730.3518893330.2080.2080.480.48 0.80.070.1050.1050.2350.331.151.83971.0451.561.560.2312086670.09564970.4624173330.2550.2550.610.61 0.90.0750.1130.1130.2630.331.2762.043581.1631.931.930.28848750.11911830.5769750.3100.3100.750.75 10.0850.1280.1280.2930.331.4262.282681.2982.412.410.35819550.147930120.7163910.3900.3900.940.94 1.10.0950.1430.1430.3230.331.5762.521781.4332.942.940.43543950.179859540.8708790.4790.4791.151.15 1.20.10.150.150.350.331.72.7231.553.433.430.5128666670.212171.0257333330.5490.5491.341.34 c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 06MS201-1 06MS201-1 180砂石基180砂石基 础预应力混础预应力混 凝土管（14凝土管（14 ） 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 管基尺寸(m) 放坡系 数 每m工程量 ac1 06MS201-1 06MS201-1 120混凝土120混凝土 基础钢筋混基础钢筋混 凝土管（16凝土管（16 ） 标准图籍相关工程量计算表标准图籍相关工程量计算表 1.350.1150.1730.1730.3950.331.9263.082981.7534.394.390.6532246670.27023531.3064493330.7110.7111.721.72 1.50.1250.1880.1880.4380.332.1263.405081.9385.365.360.8013541670.331136751.6027083330.8610.8612.092.09 1.650.140.210.210.4830.332.353.76242.146.546.540.9746821670.402802581.9493643331.0571.0572.562.56 1.80.150.2250.2250.5250.332.554.08452.3257.717.711.153950.47738252.30791.2361.2363.013.01 20.170.2550.2550.5850.332.854.56272.5959.629.621.4327820.59273372.8655641.5541.5543.773.77 2.20.1850.2780.2780.6430.333.1265.005682.84811.5811.581.7282821670.714424023.4565643331.8651.8654.534.53 2.40.20.30.30.70.333.45.4463.113.7113.712.0514666670.848684.1029333332.1972.1975.365.36 2.60.220.330.330.760.333.75.92423.3716.2216.222.4182186671.00040324.8364373332.6152.6156.356.35 2.80.2350.3530.3530.8180.333.9766.367183.62318.7418.742.79797551.156798475.5959513.0153.0157.337.33 30.250.3750.3750.8750.334.256.80753.87521.4221.423.2054166671.32606256.4108333333.4333.4338.378.37 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V120扇形面积 120扇形中三角 形面积 240扇形面积 0.60.060.10.10.180.330.921.46120.820.980.980.1356480.05611680.2712960.1780.1780.390.39 0.70.070.1050.1050.210.331.051.67370.9451.291.290.1846320.07638120.3692640.2220.2220.510.51 0.80.080.120.120.240.331.21.91281.081.681.680.2411520.09976320.4823040.2910.2910.670.67 0.90.090.1350.1350.270.331.352.15191.2152.132.130.3052080.12626280.6104160.3680.3680.840.84 10.10.150.150.30.331.52.3911.352.632.630.37680.155880.75360.4540.4541.041.04 1.10.110.1650.1650.330.331.652.63011.4853.183.180.4559280.18861480.9118560.5490.5491.261.26 放坡系 数 每m工程量 ac1c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 回填至管回填至管 顶工程量顶工程量 管壁厚 t(m) 管基尺寸(m) 06MS201-1 06MS201-1 120混凝土120混凝土 基础钢筋混基础钢筋混 凝土管（16凝土管（16 ） 图籍编号及名 称(页码) 管内径 D(m) 标准图籍相关工程量计算表标准图籍相关工程量计算表 1.20.120.180.180.360.331.82.86921.623.783.780.5425920.22446721.0851840.6540.6541.501.50 1.350.1350.2030.2030.4050.332.0263.229181.8234.794.790.6867180.28409131.3734360.8290.8291.901.90 1.50.150.2250.2250.450.332.253.58652.0255.915.910.84780.350731.69561.0221.0222.342.34 1.650.1650.2480.2480.4950.332.4763.946482.2287.157.151.0258380.42438332.0516761.2381.2382.842.84 1.80.180.270.270.540.332.74.30382.438.518.511.2208320.50505122.4416641.4711.4713.383.38 20.20.30.30.60.3334.7822.710.5110.511.50720.623523.01441.8161.8164.174.17 2.20.220.330.330.660.333.35.26022.9712.7112.711.8237120.75445923.6474242.1982.1985.045.04 2.40.230.3450.3450.7150.333.555.66533.20514.7714.772.1403286670.88544174.2806573332.5082.5085.845.84 2.60.2350.3530.3530.7680.333.7766.035183.42316.7916.792.4661821671.019580774.9323643332.7862.7866.616.61 2.80.2550.3830.3830.8280.334.0766.513383.69319.5519.552.8668461671.185281215.7336923333.2543.2547.707.70 30.2750.4130.4130.8880.334.3766.991583.96322.5222.523.2976541671.363452056.5953083333.7593.7598.878.87 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V180扇形面积180扇形面积 0.60.0550.110.110.3550.330.931.47120.820.980.980.197859250.197859250.2350.2350.350.35 0.70.060.120.120.410.331.061.68040.941.291.290.2639170.2639170.2980.2980.460.46 0.80.070.140.140.470.331.221.93281.081.701.700.3468130.3468130.3970.3970.610.61 0.90.0750.150.150.5250.331.352.1421.22.102.100.432731250.432731250.4790.4790.750.75 管基尺寸(m) 放坡系 数 每m工程量 ac1 回填至管回填至管 顶工程量顶工程量 c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 06MS201-1 06MS201-1 120混凝土120混凝土 基础钢筋混基础钢筋混 凝土管（17凝土管（17 ） 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 标准图籍相关工程量计算表标准图籍相关工程量计算表 10.0850.170.170.5850.331.512.39441.342.622.620.537293250.537293250.6030.6030.940.94 1.10.0950.190.190.6450.331.672.64681.483.193.190.653159250.653159250.7410.7411.151.15 1.20.10.20.20.70.331.82.8561.63.723.720.76930.76930.8510.8511.341.34 1.350.1150.230.230.790.332.043.23461.814.774.770.9798370.9798371.1011.1011.711.71 1.50.1250.250.250.8750.332.253.5725.825.821.202031251.202031251.3291.3292.092.09 1.650.140.280.280.9650.332.493.94862.217.117.111.462023251.462023251.6381.6382.552.55 1.80.150.30.31.050.332.74.2842.48.388.381.7309251.7309251.9141.9143.003.00 20.170.340.341.170.333.024.78882.6810.4610.462.1491732.1491732.4112.4113.753.75 2.20.1850.370.371.2850.333.315.25042.9412.5812.582.592423252.592423252.8862.8864.514.51 2.40.20.40.41.40.333.65.7123.214.9014.903.07723.07723.4033.4035.345.34 2.60.220.440.441.520.333.926.21683.4817.6417.643.6273283.6273284.0564.0566.336.33 2.80.2350.470.471.6350.334.216.67843.7420.3620.364.196963254.196963254.6654.6657.307.30 30.250.50.51.750.334.57.14423.2823.284.8081254.8081255.3175.3178.358.35 A（槽底 ） B（管顶B（管顶 面处沟槽面处沟槽 宽度）宽度） H（槽底 至管顶高 度） V V180扇形面积180扇形面积 0.60.060.120.120.360.330.961.51440.841.041.040.2034720.2034720.2570.2570.370.37 0.70.070.140.140.420.331.121.76680.981.411.410.2769480.2769480.3500.3500.510.51 管基尺寸(m) 放坡系 数 每m工程量 ac1c2 开挖至管顶土石方工程量管道断面积 基础工程基础工程 量量 图籍编号及名 称(页码) 管内径 D(m) 管壁厚 t(m) 06MS201-1 06MS201-1 180混凝土180混凝土 基础钢筋混基础钢筋混 凝土管（18凝土管（18 ） 回填至管回填至管 顶工程量顶工程量 标准图籍相关工程量计算表标准图籍相关工程量计算表 0.80.080.160.160.480.331.282.01921.121.851.850.3617280.3617280.4570.4570.670.67 0.90.090.180.180.540.331.442.27161.262.342.340.4578120.4578120.5790.5790.840.84 10.10.20.20.60.331.62.5241.42.892.890.56520.56520.7150.7151.041.04 1.10.110.220.220.660.331.762.77641.543.493.490.6838920.6838920.8650.8651.261.26 1.20.120.240.240.720.331.923.02881.684.164.160.8138880.8138881.0291.0291.501.50 1.350.1350.270.270.810.332.163.40741.895.265.261.0300771.0300771.3031.3031.901.90 1.50.150.30.30.90.332.43.7862.16.506.501.27171.27171.6081.6082.342.34 1.650.1650.330.330.990.332.644.16462.317.867.861.5387571.5387571.9461.9462.842.84 1.80.180.360.361.080.332.884.54322.529.359.351.8312481.8312482.3162.3163.373.37 20.20.40.41.20.333.25.0482.811.5511.552.26082.26082.8592.8594.174.17 2.20.220.440.441.320.333.525.55283.0813.9713.972.7355682.7355683.4603.4605.