市政管网土方工程计算表.xls

1、序号井口编号底标高顶标高井高（m）管径(m)长度（m）沟槽底宽（m）平均井高（m）挖方量（m）10cm厚砂垫层(m）1W1-06 288.45291.4152.970.4025.801.203.06215.143.232W1-07 288.35291.4983.150.4017.001.203.22154.202.133W1-07a288.25291.5523.300.000.000.003.430.000.004W1-07B288.00291.563.560.3034.001.103.67366.073.915W1-07C287.80291.5753.770.4045.001.203.925

2、58.125.636W1-08 287.60291.6714.070.4040.001.404.09562.505.807W1-09 287.40291.4994.100.4033.001.404.15476.454.798W1-10 287.15291.3574.210.5018.001.504.22274.062.799W1-11 287.05291.2804.230.5029.001.504.23443.044.5010W1-12 286.93291.1554.220.5029.001.504.22441.384.5011W1-13 286.82291.0304.210.5020.701

3、.504.21314.223.2112W1-14 286.73290.9414.210.5040.001.504.12587.366.2013W1-15 286.53290.5654.040.5031.201.504.00436.894.8414W1-16 286.38290.3463.970.5016.001.303.59178.052.1615W1-17 286.30289.5213.220.5040.001.303.15361.365.4016W1-18 286.00289.0693.070.5040.001.303.09351.645.4017W1-19285.7288.8113.11

4、0.5050.001.303.22468.746.7518W1-20285.4288.7313.330.5035.501.303.42366.114.7919W1-21285.1288.6173.520.5040.501.303.76483.945.4720W1-22284.9288.9004.000.5040.501.504.11590.846.2821W1-23284.7288.9124.210.5044.001.504.51745.946.8222W1-24284.4289.2144.810.5022.401.504.60391.213.4723W1-25284.25288.6314.3

5、80.5035.601.504.16530.285.5224W1-26284.05287.9903.940.5027.701.504.67495.244.2925W1-27283.9289.2905.390.5029.801.504.76550.374.6226倒虹吸282.85286.9804.1310343.15112.46总计管径DN300DN400DN500长度34.00160.80589.9回填砂碎石1（m）回填土(m）回填砂碎石2管径（m）爬梯（个）爬梯（个）C10混凝土垫层（m）0.47.236180.2023.23156.7231.780.47.744480.2015.3111

6、4.7821.800.48.172290.200.000.000.000.38.897290.2023.77291.1747.110.49.4861100.2040.52444.6667.140.410.308110.3441.45451.0564.020.410.386110.3434.20383.8053.490.510.686110.3422.99217.9330.070.510.75110.3437.04352.6948.520.510.736110.3437.04351.1248.440.510.694110.3426.44249.7634.530.510.697110.3451.1

7、0464.1165.680.510.208110.3439.85341.8350.080.510.017110.2017.88134.9622.770.57.947280.2044.70259.4451.540.57.52580.2044.70250.3850.880.57.641780.2055.87340.2765.570.58.252890.2039.67272.6648.710.58.769490.2045.25373.3059.640.510.111110.3451.73466.2566.290.510.7110.3456.21605.2477.390.512.372130.3428

8、.61318.8739.970.511.169120.3445.48420.1658.850.59.9444100.2035.38405.2949.980.513.972140.3438.07452.7854.620.510.472110.34896.498119.221208.882677.11DN600DN700DN800DN900序号井口编号底标高顶标高井高（m）管径(m)长度（m）沟槽底宽（m）平均井高（m）挖方量（m）10cm厚砂垫层(m）1Y11288.40291.322.920.6028.001.803.01278.925.182Y12288.30291.413.110.6030

9、.001.803.26334.795.553Y13288.10291.503.400.7030.001.803.50373.155.554Y14288.00291.603.600.7030.001.803.64394.805.555Y15287.80291.473.670.8030.002.003.66420.186.156Y16287.70291.343.640.8025.002.003.64347.575.137Y17287.60291.243.640.8014.002.003.66195.922.878Y18287.50291.183.680.9030.002.003.66420.746

10、.159Y19287.40291.053.650.9030.002.003.63415.826.1510Y20287.30290.923.620.9017.802.003.63246.623.6511Y21287.20290.843.640.9010.202.003.67143.712.0912Y22287.10290.803.700.3017.001.103.26151.081.9613Y2-4288.00290.812.810.4030.501.202.66204.883.8114Y2-3288.10290.602.500.3040.001.102.21194.924.6015Y2-228

11、8.40290.321.920.3028.000.901.7788.612.6616Y2-1288.50290.121.624211.7167.04总计4211.7167.04井号支管DN300支管DN400支管DN500Y1111.37管径DN300DN400DN500Y1216.798.16长度219.4397.4019.49Y1316.478.43Y1417.118.16Y157.517.24Y167.2917.03Y1727.88Y1810.5Y198Y208Y2119.49Y224Y2-42Y2-37.8Y2-27.8Y2-17.8汇总134.4366.919.49Y2-27.8回填

12、砂碎石1（m）回填土(m）回填砂碎石2管径（m）C20砼垫层(m）爬梯（个）低流水槽C20(m）C30砼砌块（m）钢筋混凝土盖板（m）0.601.608.000.376.990.2048.11186.0639.170.601.609.000.377.350.2051.55233.1344.150.701.6810.000.458.310.2357.33263.3446.370.701.6810.000.458.700.2357.33283.7847.580.801.7711.000.539.260.2669.82293.9149.570.801.7711.000.539.200.2658.18

13、242.3741.170.801.7711.000.539.180.2632.58136.6223.120.901.8611.000.629.670.2875.83288.2449.600.901.8611.000.629.610.2875.83283.5949.340.901.8611.000.629.550.2844.99167.7929.270.901.8611.000.629.610.2825.7898.0316.900.901.8611.000.629.730.2811.88115.6921.460.401.438.000.246.030.1527.46139.5133.920.40

14、1.437.000.245.490.1527.96124.3437.920.301.345.000.184.150.1216.4448.2321.180.301.344.000.183.660.12681.072904.63550.73681.072904.63550.7326.70149.007.16126.483.58DN600DN700DN800DN90058.0060.0069.0088.00L2线里程桩号原设计图纸高程（m）现设计图纸高程（m）高差（m）平距（m）平均高差（m）横面积体积（m）K0+000290.3291.31200.528510.5781.45242K0+02029

15、0.916290.9730.057200.08651.7313.33138K0+040290.531290.6470.11612.040.1331.6013212.33977192K0+052.04290.3290.450.15200.2254.534.677K0+072.04290.2290.50.320.150.3757.5562558.2284625K0+092.19290.1290.550.45200.52210.4480.45064K0+112.19290.018290.6120.594200.666513.33102.72098K0+132.19289.935290.6740.73

16、98.530.76956.56383550.58091251K0+140.72289.9290.70.827.070.718.949146.020994K0+167.79290290.60.6200.50910.1878.44708K0+187.79290.364290.7820.418200.32656.5350.32018K0+207.79290.729290.9640.235K0+233.66291.2291.20K0+253.66291.344291.3440K0+275.46291.5291.50K0+295.46291.43291.430K0+315.46291.36291.360

17、K0+332.66291.3291.30K0+353.91291.36291.360总计708.5698209L1线路程桩号原设计高程现设计高程高差平距（m）平均高差横断面体积K0+000291.3291.30200.0681.369.12016K0+020291.106291.2420.136200.20354.0727.29342K0+040290.913291.1840.271200.3396.7845.46668K0+060290.719291.1260.407200.47259.4563.3717K0+080290.525291.0630.538200.61912.3883.0202

18、8K0+100290.32910.7总计228.27224共计936.8420609 平方米 936.84/(100*6.706+207.79*7.706)0.412372452K0+060290.719291.1260.407路路面面工工程程道路编号 长度（m）宽度（m）30cm厚C30砼（）20cm厚6%水稳层（）0.6cm厚改性乳化沥青稀浆封层（）H619841102.456962.668822.88H7201.541121.398979.139836.88H8201.541121.398979.139836.88G2403.273422.59843137.93922853.28L11006772.08701.48630.88L2342.772913.67242671.72622429.78总计6767.85048469.42347587.76cm厚AC-20（）4cm厚SAM-13（）路缘石雨水口822.88822.88396836.88836.88403836.88836.884032853.282853.28806.436630.88630.8820072429.782429.78685.4267587.77587.72497.869