A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 90o 扇形面积 90o 扇形中三角形 面积
270o 扇形面积
0.60.060.50.10.1050.33 1.84
2.49340.99
1.72
2.26120.82
1.630.1017360.06480.3052080.330.900.70.070.50.150.1230.33
2.150.1384740.08820.4154220.48
1.96
2.6926
1.11
1.330.90.090.50.20.1580.33
1.110.80.080.50.150.1410.33 2.580.1808640.11520.5425920.53 2.08
2.9248
1.28
3.200.2289060.14580.6867180.70
1.5810.10.50.20.1760.33 2.2 3.124 1.4 3.730.28260.180.84780.77 1.831.10.110.60.20.1930.33 2.52 3.5232 1.52 4.590.3419460.2178 1.0258380.92 2.311.2
0.120.60.250.2110.33 2.64 3.7554 1.69 5.400.4069440.2592 1.220832 1.14 2.641.350.1350.60.250.2370.33 2.82
4.0542 1.87 6.430.51503850.32805 1.5451155 1.26 3.101.5 0.150.60.30.2640.333 4.386 2.17.760.635850.405 1.90755 1.57 3.651.65
0.1650.80.30.290.33 3.58 5.0848 2.289.880.76937850.49005 2.3081355 1.95 4.851.80.180.80.30.3160.33 3.76
5.3836
2.4611.250.9156240.5832
4.24
2.746872 6.1804
2.11
5.4820.20.80.30.3510.334 5.782 2.713.21 1.13040.72 3.3912 2.33
6.352.20.220.80.30.3870.33 1.3677840.8712 4.103352 2.57
7.272.40.230.80.30.4190.33 4.46 6.5456 3.1617.39 1.6052465 1.02245 4.8157395 2.79
2.9415.32
8.172.60.2350.80.30.450.33 4.67 6.8942 3.371
9.49 1.849636625 1.1781125 5.548909875 3.029.072.8 0.255 0.8 0.3 0.85 0.33 4.91 7.2926 3.61 22.03 2.150134625 1.3695125 6.450403875 5.30 8.12 c2 放坡系 数 管道断面积 基础工程 量
基础上表面回填至管顶工程 量
06MS201-1
90o 砂石基础钢筋混凝土管（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)
a c1管基尺寸(m)
3 0.275 0.8 0.3 0.52 0.33 5.15 7.691 3.85 24.72 2.473240625
1.57531257.419721875 3.5511.28 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 120o 扇形面积 120o 扇形中三角 形面积 240o 扇形面积 0.40.040.40.10.120.33 10.150.33 2.26120.82
1.630.1356480.05611680.2712960.430.800.70.070.50.150.210.33 1.84 1.96
2.6926
1.11
2.49340.99
2.580.2411520.09976320.4823040.67
2.08
2.9248
1.28
2.150.1846320.07638120.3692640.600.990.80.080.50.150.240.33 1.190.90.090.50.20.270.33
1.4
1.28 1.8620.7
1.72
1.66280.580.850.0602880.02494080.1205760.260.410.50.050.40.1.140.09420.038970.18840.320.540.60.060.50.10.180.33
3.200.3052080.12626280.6104160.87 1.421
0.10.50.20.30.33 2.2 3.124 1.4 3.730.37680.155880.75360.96
1.631.10.110.60.20.330.33 4.590.4559280.18861480.911856 2.061.20.120.60.250.360.33 5.400.5425920.2244672
2.52 2.64
3.5232 3.7554
1.52 1.16 1.69 1.42
1.085184
1.373436
2.361.350.1350.60.250.4050.33 2.82
4.0542
1.87
6.430.6867180.2840913
1.59
2.781.50.150.60.30.450.333 4.386 2.17.760.84780.35073 1.6956 1.94 3.271.650.1650.80.30.4950.33 3.58
5.0848 5.3836
2.289.88 2.4611.25
1.0258380.4243833 1.2208320.5050512
2.051676 2.441664
2.45 2.68
4.351.80.180.80.30.540.33 3.76
4.9120.20.80.30.60.334 5.782 2.713.21 1.50720.62352 3.0144 2.98 5.702.20.220.80.30.660.33 4.24
6.1804
2.9415.32
1.8237120.7544592
3.647424
3.31
6.542.40.230.80.30.7150.33 4.46 6.5456 3.161
7.39 2.1403286670.8854417 4.280657333 3.617.362.6 0.235 0.8 0.3 0.768 0.33 4.67 6.8942 3.37 19.49 2.466182167 1.01958077 4.932364333 3.92 8.17
06MS201-1120o 砂石基础钢筋混凝土管（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 a c1基础工程 量回填至管顶工程量
2.80.2550.80.30.8280.33 4.917.2926
3.6122.03 2.866846167 1.18528121 5.733692333 4.289.153 0.275 0.8 0.3 0.888 0.33 5.15 7.691 3.85 24.72 3.297654167 1.36345205 6.595308333 4.65 10.18 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 150o 扇形面积 150o 扇形中三角 形面积 210o 扇形面积
0.30.030.40.10.1330.33 10.1780.33 10.2220.33 1.72 3
1.84
1.4
1.16 1.28 1.8620.7 2.26120.82 2.49340.99
1.46360.460.600.042390.008172360.0593460.250.250.40.040.40.1.66280.580.850.075360.014374080.1055040.320.350.50.050.40.1.140.117750.02260440.164850.390.470.60.060.50.10.2670.33 1.630.169560.032341680.2373840.540.690.70.070.50.150.3110.32.150.230790.044223480.3231060.730.860.80.080.50.150.3560.33 1.96 2.6926 1.11 2.580.301440.057496320.4220160.83 1.030.9
0.090.50.20.40.33
2.08
2.9248
1.28
3.200.381510.07302960.534114 1.06 1.2310.10.50.20.4450.33 2.2 3.124 1.4 3.730.4710.0898380.6594 1.18 1.421.1
0.110.60.20.4890.33 0.120.60.20.5340.33
2.52 2.64
3.5232 3.7224
1.52 1.64 1.57
4.590.569910.109022760.797874 1.43 1.791.2 5.220.678240.129366720.949536 2.021.350.1350.60.250.60.33 2.82
4.0542 1.87 6.430.85839750.1643166 1.2017565 1.94 2.431.50.150.60.30.6670.333 4.386 2.17.76 1.059750.2025702 1.48365 2.35 2.861.650.1650.80.30.7340.33 3.58
5.0848 2.289.88 1.28229750.24482304 1.7952165 3.02 3.781.80.180.80.30.80.33 3.76
5.3836
2.4611.25
1.526040.2921184
2.136456
3.30
4.2820.20.80.30.8890.334 5.782 2.713.21 1.8840.3605112 2.6376 3.70 4.992.20.220.80.30.9780.33 4.24
6.1804 2.9415.32 2.279640.43609104 3.191496 4.11 5.732.4 0.23 0.8 0.3 1.06 0.33 4.46 6.5456 3.16 17.39 2.675410833 0.5111106 3.745575167 4.51 6.46
06MS201-1150o 砂石基础钢筋混凝土管（10） c2 基础工程 量
回填至管顶工程量 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 a c1
2.60.2350.80.3 1.1380.33 4.67 6.8942 3.3719.49 3.0827277080.58867557
4.315818792 4.907.182.80.2550.80.3 1.2270.33 4.917.2926 3.6122.03 3.5835577080.68425644
5.016980792 5.378.063 0.275 0.8 0.3 1.316 0.33 5.15 7.691 3.85 24.72 4.122067708 0.78702435 5.770894792 5.85 8.98 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 180o 扇形面积 180o 扇形面积 0.20.030.40.10.130.33 1.16
1.46360.460.600.0508680.0508680.300.200.40.040.40.10.240.33 1.28
1.66280.580.850.0904320.0904320.380.290.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.060.50.10.360.33 1.72
1.06
1.29760.360.420.0265330.0265330.230.140.30.030.40.10.180.33
2.26120.82
1.630.2034720.2034720.660.570.70.070.50.150.420.33 2.49340.99 2.150.2769480.2769480.880.710.8
0.080.50.150.480.33 1.96 2.6926 1.11 2.580.3617280.361728 1.000.850.90.090.50.20.540.33 3.200.4578120.457812 1.26 1.031
0.10.50.20.60.33 2.2 3.124 1.4 3.730.56520.5652 1.41 1.191.1 0.110.60.20.660.33 2.52 3.5232 1.52 4.590.6838920.683892 1.73
1.501.20.120.60.250.720.33
1.87
6.43
2.64
3.7554 1.030077
1.69 2.33
5.400.8138880.813888 2.06 1.721.350.1350.60.250.810.33 2.82
4.0542
1.030077
2.041.50.150.60.30.90.333 4.386 2.17.76 1.2717 1.2717 2.80 2.411.650.1650.80.30.990.33 3.58
5.0848 2.289.88 1.538757 1.538757 3.63 3.171.80.180.80.3 1.080.33 3.76
5.3836 2.4611.25 1.831248 1.831248 3.99 3.6020.20.80.3 1.20.334 5.782 2.713.21 2.2608 2.2608 4.48 4.202.2
0.22 0.8 0.3 1.32 0.33 4.24 6.1804 2.94 15.32 2.735568 2.735568 5.00 4.85
2.08
2.9248
1.28 1.84
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
a c1回填至管顶工程量 c2
开挖至管顶土石方工程量管道断面积 基础工程 量
06MS201-1180o 砂石基础钢筋混凝土管（11） 2.40.230.80.3 1.430.33 4.46 6.5456
3.1617.39 3.210493 3.210493 5.49 5.472.60.2350.80.3 1.5350.33
4.67 6.8942 3.3719.49 3.69927325 3.69927325 5.98
6.112.80.2550.80.3 1.6550.33 4.91
7.2926 3.6122.03 4.30026925 4.30026925 6.56 6.873 0.275 0.8 0.3 1.775 0.33 5.15 7.691 3.85 24.72 4.94648125 4.94648125
7.16 7.67 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V
90o 扇形面积 90o 扇形中三角形 面积
270o 扇形面积
0.60.0550.50.110.1040.33 1.71 2.2512 0.82
1.620.0989296250.06301250.2967888750.350.88
0.70.0550.50.110.1190.33 1.81 2.41720.92 1.940.128759625 0.0820125 0.386278875 0.39 0.065 0.5 0.13 0.151 0.33 2.03 2.7956 1.16 2.80
0.208201625 0.1326125
1.040.80.060.50.120.1350.33
1.92
2.6064
1.04
2.350.1661060.10580.4983180.45 1.240.9
0.624604875 0.52 1.45
10.070.50.140.1670.33 2.14
2.9848
1.28
3.280.25504650.162450.76513950.60 1.661.2
0.08 0.6 0.16 0.199 0.33 2.56 3.5632 1.52 4.65 0.362984 0.2312 1.088952 0.83 2.37
1.40.090.60.180.2310.33 2.78 3.9416 1.76
5.920.48991850.31205 2.931.60.10.80.20.2640.33 3.4 1.42 4.161.8
0.115 0.8 0.23 0.297 0.33
1.4697555
4.7228.120.635850.405 1.02
1.90755
3.63 5.1216 2.26 9.89
0.808726625 0.5151125 2.426179875 1.71 4.94 2
0.130.80.260.3310.33 3.86
5.5232
1.00236650.63845 3.0070995 2.03 5.78
基础工程
量回填至管顶工程量 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 a c1c2
开挖至管顶土石方工程量管道断面积
06MS201-190o 砂石基础预应力混凝土管（12）A （槽底）
B （管顶面处沟槽宽度） H （槽底至管顶高度） V
120o 扇形面积 120o 扇形中三角 形面积
2.5211.82
240o 扇形面积 0.4 0.05 0.4 0.1 0.125 0.33 1.3 1.696 0.6
0.900.0654166670.02706250.1308333330.270.43 0.50.050.40.10.150.33
1.4
1.8620.7
1.140.09420.038970.18840.320.540.60.0550.50.110.1780.33 1.71 2.25120.82 1.620.1319061670.054415110.263812333
0.440.790.7 0.055 0.5 0.11 0.203 0.33 1.81 2.4172 0.92 1.94 0.1716795 0.07084746 0.343359 0.50 0.93
0.80.060.50.120.230.33
1.92
2.6064
1.04
2.350.2214746670.09162280.4429493330.58
1.110.90.0650.50.130.2580.33 2.03 2.7956 1.16 2.800.277602167
0.114619430.555204333 0.67 1.291 0.07 0.5 0.14 0.285 0.33 2.14 2.9848 1.28 3.28 0.340062 0.1406817 0.680124 0.77 1.49
1.20.080.60.160.340.33 2.56 3.5632 1.52
4.650.4839786670.20021920.967957333 1.08 2.121.4 0.09 0.6 0.18 0.395 0.33 2.78 3.9416 1.76
5.92
0.653224667 0.2702353 1.306449333 1.32 2.63
1.60.10.80.20.450.33 3.4 4.7228.120.84780.35073 1.6956 1.85 3.72
管壁厚t(m)
06MS201-1120o 砂石基础预应力混凝土管（13） 管基尺寸(m) 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程
量回填至管顶工程量 图籍编号及名称(页码） 管内径D(m) 1.8 0.115 0.8 0.23 0.508 0.33 3.63 5.1216 2.26 9.89
1.078302167 0.44564793 2.156604333 2.23 4.43
20.130.80.260.5650.33 3.86
5.5232
1.3364886670.5528977 2.672977333 2.63 5.19
A （槽底）
B （管顶面处沟槽宽度） H （槽底至管顶高度） V
180o 扇形面积 180o 扇形面积 0.40.050.40.10.250.33 1.3 1.696 0.6
0.900.0981250.0981250.400.31 0.50.050.40.10.30.33
1.4
1.140.14130.14130.470.390.60.0550.50.110.3550.33 2.25120.82 1.620.197859250.197859250.670.560.7
0.055 0.5 0.11 0.405 0.33 1.81 2.4172 0.92 1.94
2.5211.82
1.8620.7
1.71
0.25751925 0.25751925 0.76 0.67
0.80.060.50.120.460.33 2.350.3322120.3322120.890.800.9
0.065 0.5 0.13 0.515 0.33 2.03 2.7956 1.16 2.80 0.41640325 0.41640325 1.03 0.94
10.070.50.140.570.33 2.14 2.9848 1.28 3.280.5100930.510093 1.18 1.08
1.20.080.60.160.680.33 2.56 3.5632 1.52
4.650.7259680.725968 1.66 1.541.4 0.09 0.6 0.18 0.79 0.33
1.92
2.6064
1.04
2.78 3.9416 1.76 5.92 0.979837 0.979837 2.03 1.93
06MS201-1180o 砂石基础预应力混凝土管（14） 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程 量
回填至管顶工程量 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 1.6 0.1 0.8 0.2 0.9 0.33 3.4 4.72 2
8.12 1.2717 1.2717 2.87 2.71
1.80.1150.80.23 1.0150.33 3.63 5.1216 2.269.89 1.61745325 1.61745325 3.41 3.242 0.13 0.8 0.26 1.13 0.33 3.86 5.5232 2.52 11.82 2.004733 2.004733 4.00 3.82 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V
120o 扇形面积 120o 扇形中三角 形面积 240o 扇形面积
0.60.0550.10.10.1780.330.91
1.44460.810.950.1319061670.054415110.2638123330.1750.380.
70.060.10.10.2050.33 1050.2350.33
1.15
1.02
1.8397
1.62720.92
1.045
1.220.1759446670.07278730.3518893330.2080.480.80.070.1050.1.560.2312086670.09564970.462417333
0.2550.610.90.0750.1130.1130.2630.33 1.276 2.04358 1.163 1.930.28848750.11911830.5769750.3100.7510.0850.1280.1280.2930.33
1.426
2.28268
1.298
2.410.35819550.147930120.7163910.3900.941.10.0950.1430.1430.3230.33 1.576 2.52178 1.433 2.940.43543950.17985954
0.8708790.479 1.151.2
0.10.150.150.350.33 1.7 2.723 1.55 3.430.5128666670.21217 1.025*******.549
1.341.350.1150.1730.1730.3950.33
2.126
3.40508
1.926 1.938
3.08298 1.753 4.390.6532246670.2702353 1.3064493330.711 1.721.50.1250.1880.1880.4380.33
0.14 0.21 0.21 0.483 0.33 2.35 3.7624 2.14 6.54
0.974682167 0.40280258 1.949364333 1.057 2.56 c2
5.360.8013541670.33113675 1.6027083330.861 2.091.65
开挖至管顶土石方工程量管道断面积 基础工程
量回填至管顶工程量 （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
a c106MS201-1120o 混凝土基础钢筋混凝土管（16） 标准图籍相关工程量计算表 1.80.150.2250.2250.5250.33
2.55 4.0845 2.3257.71 1.153950.4773825 2.3079 1.236 3.0120.170.2550.2550.5850.33 2.85
4.5627 2.5959.62 1.4327820.5927337 2.865564 1.554 3.772.20.1850.2780.2780.6430.33 3.126
5.00568 2.84811.58 1.7282821670.71442402 3.456564333 1.865 4.532.40.20.30.30.70.33 3.4
5.446 3.113.71 2.0514666670.84868 4.102933333 2.197 5.362.60.220.330.330.760.33 3.7 5.9242 3.371
6.22 2.418218667 1.0004032 4.836437333 2.615 6.352.80.2350.3530.3530.8180.33
3.976 6.36718 3.62318.74 2.7979755 1.15679847 5.595951 3.0157.333
0.25 0.375 0.375 0.875
0.33 4.25 6.8075 3.875 21.42 3.205416667 1.3260625 6.410833333 3.433 8.37 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 120o 扇形面积 120o 扇形中三角 形面积 240o 扇形面积
0.60.060.10.10.180.330.92
1.46120.820.980.1356480.05611680.2712960.1780.390.70.070.1050.1050.210.33 33 70.33 1.5
2.391
1.2 1.35 1.35
1.05
1.9128 2.1519
1.67370.945
1.08 1.215
1.290.1846320.07638120.3692640.2220.510.80.080.120.120.240.1.680.2411520.09976320.4823040.2910.670.90.090.1350.1350.22.130.3052080.12626280.6104160.3680.8410.10.150.150.30.33
2.630.37680.155880.75360.454 1.65
2.6301
1.485
1.041.10.110.1650.1650.330.33
3.180.4559280.18861480.9118560.549 1.261.2
0.120.180.180.360.33 1.8 2.8692 1.62 3.780.5425920.2244672 1.0851840.654 1.501.350.1350.2030.2030.4050.33 2.026 3.22918 1.823
4.790.6867180.2840913
1.3734360.829
1.901.50.150.2250.2250.450.33
0.165 0.248 0.248 0.495 0.33 2.476 3.94648 2.228 7.15 1.025838 0.4243833 2.051676 1.238 2.84
2.25 3.5865 2.025
5.910.84780.35073 1.6956 1.022 2.341.65
06MS201-1120o 混凝土基础钢筋混凝土管（17） 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程 量
回填至管顶工程量 管壁厚t(m) 管基尺寸(m)
120o 混凝土基础钢筋混凝土管（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 1.80.180.270.270.540.33
2.7 4.3038 2.438.51 1.2208320.5050512 2.441664 1.471 3.3820.20.30.30.60.333 4.782
2.710.51
1.50720.62352
3.0144
1.816
4.172.20.220.330.330.660.33 3.3
5.2602 2.9712.71 1.8237120.7544592 3.647424 2.198 5.042.40.230.3450.3450.7150.33 2.1403286670.8854417
3.55
5.6653
3.20514.77
2.508
4.280657333
5.842.60.2350.3530.3530.7680.33 3.776
6.03518 3.42316.79 2.466182167 1.01958077 4.932364333 2.786 6.612.80.2550.3830.3830.8280.33 4.076 6.51338 3.69319.55 2.866846167 1.18528121 5.733692333 3.254
7.703 0.275 0.413 0.413 0.888 0.33 4.376 6.99158 3.963 22.52 3.297654167 1.36345205 6.595308333 3.759 8.87 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度）
V 180o 扇形面积180o 扇形面积 0.60.0550.110.110.3550.330.93
1.47120.820.980.197859250.197859250.2350.350.70.060.120.120.410.33 1.9328 2.142 1.51
2.3944 1.06
1.68040.94
1.22 1.08 1.2 1.34
1.290.2639170.2639170.2980.460.80.070.140.140.470.33
1.700.3468130.3468130.3970.610.90.0750.150.150.5250.33 1.35 2.100.432731250.432731250.4790.7510.0850.170.170.5850.33 2.620.537293250.537293250.6030.941.10.0950.190.190.6450.33 1.67 2.6468 1.48 3.190.65315925
0.65315925 0.741 1.151.2
0.10.20.20.70.33 1.8 2.856 1.6 3.720.76930.76930.851 1.341.350.1150.230.230.790.33 2.04 3.2346 1.81
4.770.9798370.979837 1.101 1.711.5 0.125 0.25 0.25 0.875 0.33 2.25 3.57 2 5.82 1.20203125 1.20203125 1.329 2.09
管基尺寸(m) 放坡系 数
每m 工程量
a c1回填至管顶工程量 c2
开挖至管顶土石方工程量管道断面积 基础工程 量
120o 混凝土基础钢筋混凝土管（17） 图籍编号及名称(页码） 管内径D(m)管壁厚t(m)
06MS201-1180o 混凝土基础钢筋混凝土管（18） 标准图籍相关工程量计算表 1.650.140.280.280.9650.33 2.49 3.9486
2.217.11
1.46202325
1.46202325
1.638
2.551.80.150.30.3 1.050.33 2.7
4.284 2.48.38 1.730925 1.730925 1.914 3.0020.170.340.34 1.170.33 3.02 4.7888 2.6810.46 2.149173 2.149173 2.411 3.752.20.1850.370.37 1.2850.33 3.31
5.2504 2.9412.58 2.59242325 2.59242325
2.886 4.512.40.20.40.4 1.40.33 3.6 5.712 3.21
4.90 3.0772 3.0772 3.403
5.342.60.220.440.44 1.520.33 3.92 6.2168 3.481 7.64
3.627328
3.627328
4.056
6.332.80.2350.470.47
1.6350.33 4.21 6.6784 3.74
20.36 4.19696325 4.19696325 4.6657.303 0.25 0.5 0.5 1.75 0.33 4.5 7.14 4 23.28 4.808125 4.808125 5.317 8.35 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 180o 扇形面积 180o 扇形面积
0.60.060.120.120.360.330.96 1.76680.98
1.410.2769480.2769480.3500.510.80.080.160.160.480.33 2.0192
1.850.3617280.3617280.4570.670.90.090.180.180.540.33
1.28 1.12 1.44
1.51440.84
1.12
1.040.2034720.2034720.2570.370.70.070.140.140.420.33
2.2716 1.26 2.340.4578120.4578120.5790.8410.10.20.20.60.33 1.6 2.524 1.4 2.890.56520.56520.715 1.041.10.110.220.220.660.33 1.76 2.7764 1.54 3.490.6838920.6838920.865 1.261.2
0.120.240.240.720.33 1.92 3.0288 1.68 4.160.8138880.813888 1.029 1.501.35
0.135
0.27 0.27 0.81 0.33 2.16 3.4074 1.89 5.26 1.030077 1.030077 1.303 1.90
06MS201-1180o 混凝土基础钢筋混凝土管 管基尺寸(m) 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程 量
图籍编号及名称(页码） 管内径D(m)管壁厚t(m)
180o 混凝土基础钢筋混凝土管（18） 回填至管顶工程量 标准图籍相关工程量计算表 1.50.150.30.30.90.33 2.4 3.786
2.1
6.50
1.2717
2.341.650.1650.330.330.990.33 2.64
1.2717
1.608
4.1646 2.317.86 1.538757 1.538757 1.946
2.841.80.180.360.36 1.080.33 2.88 4.5432 2.529.35 1.831248 1.831248 2.316 3.3720.20.40.4 1.20.33 3.2
5.048 2.811.55 2.2608 2.2608 2.859 4.172.20.220.440.44 1.320.33 3.52 5.5528 3.0813.97 2.735568 2.735568 3.460 5.042.40.230.460.46 1.430.33 3.78 5.9712 3.321
6.19
3.210493
3.210493 1.6550.33
3.934 4.33
5.832.60.2350.470.47 6.8512
3.8221.36
1.5350.33 4.01 6.3464 3.5418.33 3.69927325 3.69927325 4.341 6.592.80.2550.510.51
7.683 0.275 0.55 0.55 1.775 0.33 4.65 7.356 4.1 24.61 4.94648125 4.94648125 5.865 8.85 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V
90o 扇形面积 90o 扇形中三角形 面积
4.30026925 4.30026925 5.074
270o 扇形面积
0.150.0250.080.080.0290.330.360.54480.280.130.007850.0050.023550.0360.060.20.0270.080.080.0370.330.4140.634440.3340.180.0126612650.00806450.0379837950.0440.080.25
0.0330.080.080.0460.330.4760.737360.3960.240.019596740.0124820.058790220.0530.110.30.040.080.080.0560.330.540.84360.460.320.02833850.018050.08501550.0630.140.350.0450.090.090.0640.330.620.96980.530.420.0379940.02420.1139820.0820.190.4
0.047 0.1 0.1 0.072 0.33 0.694 1.08604 0.594 0.53
0.047892065 0.0305045 0.143676195 0.102 0.24
180o 混凝土基础钢筋混凝土管（19） 图籍编号及名称(页码） 管内径D(m)管道断面积 基础工程
量回填至管顶工程量 管壁厚t(m) 管基尺寸(m)
06MS201-190o 混凝土基础混凝土管（20） 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量 标准图籍相关工程量计算表 0.450.050.10.10.0810.330.75
1.1790.650.630.0593656250.03781250.1780968750.1140.280.5
0.0550.110.110.0890.330.83
1.30520.720.770.0730246250.04651250.2190738750.1390.340.6
0.065 0.13 0.13 0.107 0.33 0.99 1.5576 0.86 1.10
0.104581625 0.0666125 0.313744875 0.197 0.48 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 120o 扇形面积120o 扇形中三角 形面积 240o
扇
形
面
积
0.150.0190.080.080.0470.330.3480.524880.2680.120.0092483470.0038259880.0184966930.0390.050.20.0220.080.080.0610.330.4040.617840.3240.170.015578587
0.0064447720.031157173 0.0480.070.25
0.0250.080.080.0750.330.460.71080.380.220.023550.00974250.04710.0570.090.30.030.080.080.090.330.520.81040.440.290.0339120.01402920.0678240.0690.120.350.0350.080.080.1050.330.580.910.50.370.0461580.01909530.0923160.0800.150.4
0.04 0.08 0.08 0.12 0.33 0.64 1.0096 0.56 0.46 0.060288 0.0249408 0.120576 0.093 0.19
90o 混凝土基础混凝土管（20） 回填至管顶工程量 图籍编号及名称(页码） 管内径D(m)管壁厚t(m) 管基尺寸(m)
06MS201-1120o 混凝土基础混凝土管（21） 放坡系
数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程 量
标准图籍相关工程量计算表 0.450.0450.090.090.1350.330.72
1.13580.630.580.0763020.03156570.1526040.1170.240.50.050.10.10.150.330.8
1.2620.70.720.09420.038970.18840.1450.290.60.060.120.120.180.330.96
1.51440.84
1.040.1356480.05611680.2712960.2080.420.150.0250.080.080.050.330.360.54480.280.130.010*******.004330.020*******.0410.050.20.0270.080.080.0630.330.4140.634440.3340.180.0168816870.0070388480.0337633730.0490.080.25
0.0330.080.080.0790.330.4760.737360.3960.240.0261289870.010*******.0522579730.0600.100.30.040.080.080.0950.330.540.84360.460.320.0377846670.01563130.0755693330.0720.130.350.0450.090.090.110.330.620.96980.530.420.0506586670.02095720.1013173330.0940.180.40.0470.10.10.1230.330.694
1.086040.5940.530.0638560870.0265238480.1277121730.1170.220.450.050.10.10.1370.330.75
1.1790.650.630.0791541670.03286470.1583083330.1310.260.50.0550.110.110.1520.330.83
1.30520.720.770.0973661670.040411890.1947323330.1610.320.6
0.065 0.13 0.13
0.182 0.33 0.99 1.5576 0.86 1.10
0.139442167 0.05784447 0.278884333 0.227 0.45 A （槽底）
B （管顶面处沟槽宽度）H （槽底至管顶高度） V 180o 扇形面积180o 扇形面积
0.150.0190.080.080.0940.330.3480.524880.2680.120.013872520.013872520.0470.040.20.0220.080.080.1220.330.4040.617840.3240.170.023367880.023367880.0580.060.25
0.0250.080.080.150.330.460.71080.380.220.0353250.0353250.0700.080.30.030.080.080.180.330.520.81040.440.290.0508680.0508680.0840.110.35
0.035 0.08 0.08 0.21 0.33 0.58 0.91 0.5 0.37 0.069237
0.069237 0.099 0.14 放坡系 数
每m 工程量 a c1c2
开挖至管顶土石方工程量管道断面积 基础工程 量
回填至管顶工程量 图籍编号及名称(页码） 管内径D(m)管壁厚t(m) 管基尺寸(m)
06MS201-1180o 混凝土基础混凝土管（22） 120o 混凝土基础混凝土管（21）
06MS201-1120o 混凝土基础混凝土管（21） 标准图籍相关工程量计算表 0.40.040.080.080.240.330.64
1.00960.560.460.0904320.0904320.1140.170.450.0450.090.090.270.330.72
1.13580.630.580.1144530.1144530.1450.210.50.050.10.10.30.330.8
1.2620.70.720.14130.14130.1790.260.60.060.120.120.360.330.96 1.51440.84
1.040.2034720.2034720.2570.370.150.0250.080.080.10.330.360.54480.280.130.01570.01570.0490.050.20.0270.080.080.1270.330.4140.634440.3340.180.025322530.025322530.0600.060.25
0.0330.080.080.1580.330.4760.737360.3960.240.039193480.039193480.0740.090.30.040.080.080.190.330.540.84360.460.320.
0566770.0566770.0890.120.350.0450.090.090.220.330.620.96980.530.420.0759880.0759880.1160.150.40.0470.10.10.2470.330.694
1.086040.5940.530.095784130.095784130.1450.190.450.050.10.10.2750.330.75
1.1790.650.630.118731250.118731250.1630.230.50.0550.110.110.3050.330.83
1.30520.720.770.146049250.146049250.1980.280.6
0.065 0.13 0.13 0.365 0.33 0.99 1.5576 0.86 1.10 0.20916325 0.20916325 0.281 0.40
06MS201-1180o 混凝土基础混凝土管（22） 180o 混凝土基础混凝土管（22）
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