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1、井段清单长度（m）沟槽底宽B（m）=D+(t+a)*2沟槽放坡坡度前井管道埋深(m）后井管道埋深(m）平均管道埋深（m）管基础垫层厚度C1（m）定额长度（m）计算公式LBmh1h2H1=(h1+h2)/2C1L1Y1-Y2331.720.672.0932.2152.1540.132.312Y2-Y332.51.720.672.2152.4062.31050.131.483Y3-Y431.81.960.672.4062.3782.3920.1530.94Y4-Y531.61.960.672.3782.3482.3630.1530.85Y5-Y631.71.960.672.3482.3172.33
2、250.1530.96Y6-Y732.21.960.672.3173.9873.1520.1531.47Y7-Y8331.960.673.9875.9874.9870.15338Y8-Y933.61.960.675.9878.0016.9940.15339Y9-Y1036.72.20.678.0018.7808.39050.236.03710Y10-Y1114.22.640.678.7808.3148.5470.2514.211Y11-Y1219.42.640.678.3146.1317.22250.2517.312Y11-Y1324.42.640.676.1315.5005.81550.25
3、22.313Y13-Y142.640.675.5001.8463.6730.2514Y14-Y1533.11.40.671.8461.9461.8960.132.23415Y15-Y16331.720.671.9461.9461.9460.132.3116Y16-Y17331.720.671.9461.9461.9460.132.3117Y17-Y18331.720.671.9462.1462.0460.131.9818Y18-Y1933.21.960.672.1462.1472.14650.1532.419Y19-Y2033.61.960.672.1472.1492.1480.1532.82
4、0Y20-Y2133.71.960.672.1492.1512.150.1532.5521Y21-Y2233.71.960.672.1512.1532.1520.1532.5522Y22-Y2333.61.960.672.1532.1552.1540.1532.823Y23-Y2433.21.960.672.1552.3562.25550.1531.6524Y24-Y25332.20.672.3562.3562.3560.231.4525Y25-Y26332.20.672.3562.3562.3560.232.126Y26-Y27332.20.672.3562.3562.3560.231.45
5、27Y27-Y28332.20.672.3562.3562.3560.231.4528Y28-Y29332.20.672.3562.3562.3560.232.129Y29-Y3032.72.20.672.3562.5552.45550.230.630Y30-Y3132.32.640.672.5552.5532.5540.2530.231Y31-Y3232.32.640.672.5532.5502.55150.2530.932Y32-Y3332.32.640.672.5502.5482.5490.2530.233Y33-Y3432.32.640.672.5482.5462.5470.2530.
6、234Y34-Y3532.62.640.672.5462.5452.54550.2531.235Y35-Y36332.640.672.5452.5452.5450.2530.936Y36-Y37332.640.672.5452.5452.5450.2530.937Y37-Y38332.640.672.5452.5452.5450.2531.638Y38-Y39332.640.672.5452.7452.6450.2531.639Y39-Y40332.880.672.7452.7452.7450.331.340Y40-Y4133.42.880.672.7454.7463.74550.331.74
7、1Y41-Y4233.82.880.674.7465.7485.2470.329.942Y42-Y4331.24.480.675.7485.7515.74950.327.343Y43-Y4434.54.480.675.7515.9265.83850.330.644Y44-Y4526.44.480.675.9264.9705.4480.325.78245Y45-Y4615.64.480.674.9707.5306.250.315.646Y46-Y4715.64.480.677.53010.0788.8040.315.647Y47-Y4829.34.480.6710.07812.54911.313
8、50.328.68248Y48-Y4929.44.480.6712.54912.69312.6210.328.782合计D50033.132.234D600131.5118.324D800394.9384.75D1000234.4225.187D1200351.8331.5D1400100.292.9D2400182172.346支线管（雨水口联络管）d=300二级平口管清单长度定额长度沟槽放坡坡度平均管道埋深（m）360基础截面B(m）360基础截面C2+C3（m）113.512.570.670.880.50.5621817.070.670.880.50.56315.314.10.670.8
9、80.50.56415.314.10.670.880.50.56518.517.30.670.880.50.5661412.80.670.880.50.56714.113.3580.670.880.50.56818.517.7580.670.880.50.569101133.832.6390.670.880.50.561218.516.30.670.880.50.561326.625.140.670.880.50.561414.413.470.670.880.50.561516.715.770.670.880.50.561613.512.570.670.880.50.561713.512.57
10、0.670.880.50.561816.815.60.670.880.50.561913.512.30.670.880.50.562013.512.30.670.880.50.562116.715.240.670.880.50.562213.512.30.670.880.50.562313.512.30.670.880.50.562416.815.150.670.880.50.562513.512.040.670.880.50.562613.512.040.670.880.50.562716.815.150.670.880.50.562813.512.040.670.880.50.562913
11、.512.040.670.880.50.563016.814.60.670.880.50.563113.5120.670.880.50.563213.5120.670.880.50.563316.814.60.670.880.50.563413.5120.670.880.50.563513.5120.670.880.50.563616.814.60.670.880.50.563713.5120.670.880.50.563813.5120.670.880.50.563916.815.340.670.880.50.564013.611.80.670.880.50.564114.813.340.6
12、70.880.50.564228.524.50.670.880.50.564327.923.90.670.880.50.564416.714.0170.670.880.50.564546472624.810.670.880.50.564825.924.5590.670.880.50.564925.524.1590.670.880.50.56766.4清清单单量量定定额额量量清清单单量量定定额额量量定额长度（m）开挖深度（m）lumian面积（m2）面积（m2）开挖土石方总量（m3）开挖土石方总量（m3）砂垫层面积S砂（m2）砂垫层（m3）LH=H1+C1h0S清=B*HS定=（B+mH）*HV
13、清挖=L*S清V定挖=L*S定S砂垫=（B+mC1）*C1V砂垫=L*S砂垫1.5040.7502.594.1085.37135.380.185.901.6610.7502.864.7092.82152.860.185.811.7920.7503.515.66111.69180.110.319.831.7630.7503.465.54109.19175.000.319.771.7330.7503.405.41107.64171.390.319.802.5520.7505.009.37161.06301.570.319.954.3870.7508.6021.49283.75709.280.311
14、0.206.3940.75012.5339.92421.081341.450.3110.387.8410.75017.2558.44633.042144.610.4717.138.0470.75021.2464.63301.67917.740.709.976.7230.75017.7548.03344.30931.710.7013.625.3160.75014.0332.96342.40804.310.7017.133.1730.7508.3815.120.000.000.700.001.2460.7501.742.7857.7492.170.154.861.2960.7502.233.357
15、3.56110.700.185.901.2960.7502.233.3573.56110.700.185.901.3960.7502.403.7179.24122.330.185.901.5470.7503.034.63100.63153.830.3110.261.5480.7503.034.64101.95155.890.3110.381.5500.7503.044.65102.38156.630.3110.421.5520.7503.044.66102.51156.900.3110.421.5540.7503.054.66102.34156.700.3110.381.6560.7503.2
16、45.08107.73168.690.3110.261.8060.7503.976.16131.12203.230.4715.401.8060.7503.976.16131.12203.230.4715.401.8060.7503.976.16131.12203.230.4715.401.8060.7503.976.16131.12203.230.4715.401.8060.7503.976.16131.12203.230.4715.401.9060.7504.196.62137.08216.630.4715.262.0540.7505.428.25175.15266.450.7022.672
17、.0520.7505.428.24174.94266.010.7022.672.0490.7505.418.22174.72265.580.7022.672.0470.7505.408.21174.55265.230.7022.672.0460.7505.408.20176.04267.430.7022.882.0450.7505.408.20178.16270.620.7023.162.0450.7505.408.20178.16270.620.7023.162.0450.7505.408.20178.16270.620.7023.162.1450.7505.668.75186.87288.
18、600.7023.162.2950.7506.6110.14218.12334.570.9230.503.2960.7509.4916.77317.00560.030.9230.874.7970.75013.8229.23466.96988.070.9231.245.3000.75023.7442.56740.741327.831.4043.815.3890.75024.1443.59832.851504.011.4048.454.9980.75022.3939.13591.121032.971.4037.075.8000.75025.9848.52405.35756.961.4021.918
19、.3540.75037.4384.18583.841313.281.4021.9110.8640.75048.67127.741425.993742.751.4041.1512.1710.75054.53153.781603.074521.001.4041.2913470.1229095.37860.84360基础截面积清开挖土石方总量（m3）定开挖土石方总量（m3）C15砼面积（m2）C15砼体积（m3）0.285.947.5108 0.20935 2.8262250.287.926.204 0.209353.76830.286.7326.204 0.20935 3.2030550.286.
20、7327.612 0.20935 3.2030550.288.145.632 0.20935 3.8729750.286.165.87752 0.209352.93090.286.2047.81352 0.20935 2.9518350.288.140 0.20935 3.87297500-0.0706000-0.070600.2814.8727.172 0.209357.076030.288.1411.0616 0.20935 3.8729750.2811.7045.9268 0.209355.568710.286.3366.9388 0.209353.014640.287.3485.530
21、8 0.20935 3.4961450.285.945.5308 0.20935 2.8262250.285.946.864 0.20935 2.8262250.287.3925.412 0.209353.517080.285.945.412 0.20935 2.8262250.285.946.7056 0.20935 2.8262250.287.3485.412 0.20935 3.4961450.285.945.412 0.20935 2.8262250.285.946.666 0.20935 2.8262250.287.3925.2976 0.209353.517080.285.945.
22、2976 0.20935 2.8262250.285.946.666 0.20935 2.8262250.287.3925.2976 0.209353.517080.285.945.2976 0.20935 2.8262250.285.946.424 0.20935 2.8262250.287.3925.28 0.209353.517080.285.945.28 0.20935 2.8262250.285.946.424 0.20935 2.8262250.287.3925.28 0.209353.517080.285.945.28 0.20935 2.8262250.285.946.424
23、0.20935 2.8262250.287.3925.28 0.209353.517080.285.945.28 0.20935 2.8262250.285.946.7496 0.20935 2.8262250.287.3925.192 0.209353.517080.285.9845.8696 0.209352.847160.286.51210.78 0.209353.098380.2812.5410.516 0.20935 5.9664750.2812.2766.16748 0.20935 5.8408650.287.3480 0.20935 3.49614500-0.0706000-0.
24、070600.2811.4410.80596 0.209355.44310.2811.39610.62996 0.20935 5.4221650.2811.220 0.20935 5.338425276.41724管道基础数据定额量清单量砂石基础面积（m2）砂石基础（m3）管径（m）管壁厚（m）管基尺寸（m）回填土方回填土方挖填方区S砂基=B+m(C1+C2)*(C1+C2)-0.5*3.14*(D/2)2-S砂V砂基=L*S砂基DtaV定填=V定挖-V砂垫-C22*L-V砂基0.5518.180.60.060.5101.9851.970.5517.900.60.060.5119.9759.9
25、30.8326.390.80.080.5134.9066.490.8326.230.80.080.5130.0864.270.8326.310.80.080.5126.3362.580.8326.720.80.080.5255.79115.290.8327.390.80.080.5662.36236.840.8327.890.80.080.51293.68373.321.1642.4510.10.52074.65563.081.6823.791.20.120.6878.52262.451.6832.501.20.120.6878.12290.721.6840.881.20.120.6736.9
26、2275.011.680.001.20.120.60.000.000.3812.550.50.050.468.2733.840.5518.180.60.060.577.3040.160.5518.180.60.060.577.3040.160.5518.180.60.060.588.9345.840.8327.550.80.080.5106.6453.440.8327.890.80.080.5108.1354.180.8327.970.80.080.5108.7254.470.8327.970.80.080.5108.9954.600.8327.890.80.080.5108.9454.570
27、.8327.550.80.080.5121.4960.531.1638.1710.10.5140.3368.211.1638.1710.10.5140.3368.211.1638.1710.10.5140.3368.211.1638.1710.10.5140.3368.211.1638.1710.10.5140.3368.211.1637.8310.10.5154.3074.751.6854.121.20.120.6177.2485.94定定额额量量1.6854.121.20.120.6176.8085.721.6854.121.20.120.6176.3785.511.6854.121.20
28、.120.6176.0285.341.6854.621.20.120.6177.3986.001.6855.291.20.120.6179.4887.021.6855.291.20.120.6179.4887.021.6855.291.20.120.6179.4887.021.6855.291.20.120.6197.4695.732.1270.021.40.140.6221.35104.902.1270.871.40.140.6445.44202.412.1271.721.40.140.6872.11351.005.16161.112.40.240.81103.06515.985.16178
29、.152.40.240.81255.47584.315.16136.332.40.240.8842.78400.945.1680.562.40.240.8644.57292.975.1680.562.40.240.81200.90471.465.16151.302.40.240.83531.671214.915.16151.822.40.240.84309.201391.272443.8925270.229644.97清回填土方定回填土方3.114.682.443.004.411.762.954.86(3.87)0.000.000.107.190.363.922.032.704.041.892
30、.593.881.922.593.841.782.473.841.782.473.601.762.453.601.762.453.601.762.453.921.673.027.684.550.33(3.50)0.000.005.365.21(5.34)115.9714备注高填方区超挖1m回填连砂石工程量没计算在此表格内360砼基础360砼基础序号井段清单长度（m）定额长度（m）沟槽底宽B（m）=D+(t+a)*2沟槽放坡坡度前井管道埋深(m）后井管道埋深(m）平均管道埋深（m）计算公式LLBmh1h2H1=(h1+h2)/21W1-W23332.11.280.673.0003.0983.04
31、92W2-W332.231.31.280.673.0983.0813.08953W3-W431.230.31.280.673.0813.0423.06154W4-W531.130.21.280.673.0422.9993.02055W5-W631.130.21.280.672.9992.9572.9786W6-W731.9311.280.672.9572.9342.94557W7-W833.132.21.280.672.9342.9362.9358W8-W934.133.21.280.672.9362.9612.94859W9-W1034.633.71.280.672.9613.0833.02
32、210W10-W1134.533.61.280.673.0833.4143.248511W11-W1226.225.31.280.673.4143.8043.60912W12-W1342.441.51.280.674.1734.1044.138513W13-W1433.232.22.640.674.1044.0544.07914W14-W1533322.640.674.0544.0054.029515W15-W1633322.640.674.0053.9553.9816W16-W1733322.640.673.9553.9063.930517W17-W1828.427.42.640.673.9
33、063.8573.881518W18-W1934332.640.673.8573.8093.83319W19-W2034.133.12.640.673.8093.7613.78520W20-W2134.133.12.640.673.7613.7133.73721W21-W2233.932.92.640.673.7133.6653.68922W22-W2333.332.32.640.673.6653.6163.640523W23-W2433322.640.673.6163.5673.591524W24-W2533322.640.673.5673.5173.54225W25-W2633322.64
34、0.673.5173.4683.492526W26-W2733322.640.673.4683.4183.44327W27-W2833322.640.673.4183.3683.39328W28-W2932.431.42.640.673.3683.3183.34329W29-W3031.930.92.640.673.3183.2673.292530W30-W3131.930.92.640.673.2673.2163.241531W31-W3231.930.92.640.673.2163.1653.190532W32-W3331.930.92.640.673.1653.1133.13933W33
35、-W3432.431.42.640.673.1133.0633.08834W34-W3533322.640.673.0633.0133.03835W35-W3633322.640.673.0132.9642.988536W36-W3733322.640.672.9642.9142.93937W37-W3833322.640.672.9142.8652.889538W38-W3933322.640.672.8652.8162.840539W39-W4033.632.62.640.672.8162.7672.791540W40-W4140.139.12.640.672.7672.7112.7394
36、1W41-W4240.939.92.640.672.7112.6552.68342W42-W4325.324.32.640.672.6552.6202.637543W43-W4431.630.62.640.672.6202.5782.59944W44-W4524.523.52.640.672.5782.5302.55445W45-W4634.533.52.640.672.5302.4832.506546W46-W4734.533.52.640.672.4832.4832.483合计D12001117.41083.4D400395.4384.6支线污水管1W332.551.280.673.081
37、3.0813.0812W3L65.551.40.673.0813.0813.0813W632.551.280.672.9572.9572.9574W6L65.551.40.672.9572.9572.9575W932.551.280.672.9612.9612.9616W9L65.551.40.672.9612.9612.9617W1132.551.280.673.4143.4143.4148W11L65.551.40.673.4143.4143.4149W1232.552.640.674.1734.1734.17310W12L65.552.640.674.1734.1734.17311W14
38、32.551.280.674.0544.0544.05412W14L65.551.380.674.0544.0544.05413W1732.551.280.673.9063.9063.90614W17L65.551.380.673.9063.9063.90615W2032.551.280.673.7613.7613.76116W20L65.551.380.673.7613.7613.76117W2332.551.280.673.6163.6163.61618W23L65.551.380.673.6163.6163.61619W2632.551.280.673.4683.4683.46820W2
39、6L65.551.380.673.4683.4683.46821W2932.551.280.673.3183.3183.31822W29L65.551.380.673.3183.3183.31823W3232.551.280.673.1653.1653.16524W32L65.551.380.673.1653.1653.16525W3532.551.280.673.0133.0133.01326W35L65.551.380.673.0133.0133.01327W4116.215.751.960.672.7112.7112.71128W41L21.420.953.760.672.7112.71
40、12.711合计D4003633.15D5007872.15D80016.115.75D120098.1D180021.420.95清清单单量量定定额额量量清清单单量量定定额额量量管基础垫层厚度C1（m）开挖深度（m）面积（m2）面积（m2）开挖土石方总量（m3）开挖土石方总量（m3）砂垫层面积S砂（m2）砂垫层V（m3）C1h0H=H1+C1S清=B*HS定=（B+mH）*HV清挖=L*S清V定挖=L*S定S砂垫=（B+mC1）*C1V砂垫=L*S砂垫0.10.752.3993.076.93101.33228.580.134.450.10.752.4403.127.11100.55228.9
41、40.134.340.10.752.4123.096.9896.31217.870.134.200.10.752.3713.036.8094.36211.450.134.190.10.752.3282.986.6192.67205.600.134.190.10.752.2962.946.4793.73206.350.134.300.10.752.2852.926.4296.81212.600.134.460.10.752.2992.946.48100.32221.030.134.590.10.752.3723.046.81105.05235.480.134.660.10.752.5993.33
42、7.85114.75270.830.134.650.10.752.9593.799.6599.23252.930.133.530.250.753.6394.6613.53197.47573.550.3615.340.250.753.5799.4518.03313.69598.620.7023.300.250.753.5309.3217.66307.49582.920.7023.160.250.753.4809.1917.30303.18570.940.7023.160.250.753.4319.0616.94298.87559.060.7023.160.250.753.3828.9316.59
43、253.53471.110.7019.930.250.753.3338.8016.24299.17552.230.7023.860.250.753.2858.6715.90295.73542.280.7023.930.250.753.2378.5515.57291.41530.800.7023.930.250.753.1898.4215.23285.40516.390.7023.790.250.753.1418.2914.90276.09496.140.7023.370.250.753.0928.1614.56269.33480.640.7023.160.250.753.0428.0314.2
44、3265.02469.620.7023.160.250.752.9937.9013.90260.71458.700.7023.160.250.752.9437.7713.57256.39447.890.7023.160.250.752.8937.6413.25252.04437.090.7023.160.250.752.8437.5112.92243.18418.640.7022.740.250.752.7937.3712.60235.17401.840.7022.390.250.752.7427.2412.27230.88391.510.7022.390.250.752.6917.1011.
45、95226.58381.300.7022.390.250.752.6396.9711.63222.25371.090.7022.390.250.752.5886.8311.32221.37366.760.7022.740.250.752.5386.7011.02221.11363.530.7023.160.250.752.4896.5710.72216.80353.720.7023.160.250.752.4396.4410.42212.49344.010.7023.160.250.752.3906.3110.13208.17334.410.7023.160.250.752.3416.189.
46、85203.90325.020.7023.160.250.752.2926.059.57203.27321.480.7023.580.250.752.2395.919.27237.03371.720.7028.150.250.752.1835.768.96235.71366.300.7028.710.250.752.1385.648.70142.77220.220.7017.760.250.752.0995.548.49175.11268.390.7022.180.250.752.0545.428.25132.85202.110.7017.200.250.752.0075.307.99182.
47、75275.810.7024.210.250.751.9835.247.87180.61271.510.7024.219452.6317129.01847.170.10.752.4313.117.079.3421.210.130.400.10.752.4313.407.3620.4244.180.150.880.10.752.3072.956.528.8619.560.130.400.10.752.3073.236.8019.3840.770.150.880.10.752.3112.966.548.8719.610.130.400.10.752.3113.246.8119.4140.880.1
48、50.880.10.752.7643.548.6610.6125.970.130.400.10.752.7643.878.9923.2253.930.150.880.250.753.6739.7018.7429.0956.210.702.110.250.753.6739.7018.7458.18112.410.704.210.10.753.4044.3612.1213.0736.360.130.400.10.753.4044.7012.4628.1974.770.140.870.10.753.2564.1711.2712.5033.810.130.400.10.753.2564.4911.60
49、26.9669.580.140.870.10.753.1113.9810.4711.9531.400.130.400.10.753.1114.2910.7825.7664.670.140.870.10.752.9663.809.6911.3929.070.130.400.10.752.9664.099.9924.5659.920.140.870.10.752.8183.618.9310.8226.780.130.400.10.752.8183.899.2123.3355.260.140.870.10.752.6683.428.1810.2524.550.130.400.10.752.6683.
50、688.4522.0950.710.140.870.10.752.5153.227.469.6622.370.130.400.10.752.5153.477.7120.8246.250.140.870.10.752.3633.026.779.0720.300.130.400.10.752.3633.267.0019.5742.010.140.870.150.752.1114.147.1267.03115.400.315.010.30.752.2618.5011.93181.93255.231.1925.43736.321493.1752.07管道基础数据定额量清单量180砂石基础面积（m2）1