道路给排水工程量计算式模版

1、上口宽度自然地面高程管底 高程垫层管壁th(mH(m挖土方(m3砂砾石垫层+排管(m3砂砾石垫层回填方量挖土方(m3砂砾石垫层+排管(m3砂砾石垫层回填方量m510.4350.10.046.308小计511.8320.10.035.944331.280.674.36184.294.2383.74361.087.415.18353.6712.671018.10W-13W-13-140012.281.280.675.7490.196.4513.629.54697.186.29241.4615.7710.34225.691036.1918.097.79160.58710.80W-12W-12-140

2、0301.280.670.675.96195.7913.67172.4511.87W-2W-2-140022.591.28W-6W-6-2400261.280.67W-13-1W-13-2挖直槽土方 (m3挖放坡土方 (m3井段号管径 (mm长度L(m宽度 B(m坡度深度H825.0315.6810.98783.01840.1115.0810.560.67207.0713.618.936.25198.1113.148.628.965.88139.688.4115.61868.72193.46184.97182.12798.69W-3W-3-130022.391.160.675.38W-5W-5

3、-130027.61.16W-3W-3-230013.431.160.675.13164.2479.4410.377.56153.873.680.675.42250.434.385.7511.829.0184.485.05343.36W-5W-5-230010.51.1663.533.94639.07563.9759.592.883.434.509.597.316.13131.270.675.222.6055.90244.833.571.160.675.4059.47W-6W-6-11010.1518.1312.69992.020.67郫县安丰路排水工程量计算式W-1W-240025.891.

4、28573.56349.11650.89254.93240.766.19238.2115.8010.36222.414.073.106.190.6713.93251.283009.5W-9W-9-140030.061.28W-9W-9-2400585.27W-15W-15-240030.881.280.675.92166.95605.1719.90234.1116.2310.65217.88959.9518.6211.3817.3513.04941.330.67W-18W-18-140027.641.2811.676.15217.64901.73W-22W-22-2400301.280.676

5、.38203.11918.4016.671064.0418.0914.539.53245.1115.7710.34229.3412.671045.95517.646509.4810.10.036.4814.07 3.100.67663.966.805.886363.27515.832507.7000.10.036.230小计509.9140.10.056.343507.7000.10.066.260小计870.71363.275.9266.55W-2W-350049.31.40.676.18426.2320.64391.661685.9325.931646.07W-3W-550056.861.

6、40.675.90469.586.082578.5039.8823.81429.711795.262366.0710081.8045.9729.901749.29W-5W-12500302.91.40.67244.89159.309836.91W-12W-26500615.97 1.40.676.365482.873539.5213554.59403.69498.01323.9421667.91259.1313150.905050.8922165.92208.77431.98257.91212.42126.82W-26W-33600355.221.720.676.373892.85353.33

7、0.676.285563.68512.74W-33W-44600515.49 1.72302.975050.9419163.17585.83376.0518577.34513.0730.10.043.352小计512.6640.10.054.093512.6590.10.063.520小计196.7827.5717.171.523.041.522.471.67312.88363.61Y-28Y-28-250036.79 1.40.304.06209.1725.80183.3732.0215.40Y-1Y-360049.171.720.303.66309.4148.91260.50506.845

8、2.0328.90296.6332.05454.811.3816.4434.292.241.5218.4739.962.2437.72Y-30Y-30-140041.280.303.6218.542.101.3869.49Y-28Y-28-140041.280.304.0220.582.102.7681.2834.8573.974.480.303.8139.064.2132.13Y-17Y-17-150037.751.40.303.42180.61284.591.381.7216.4734.372.241.9019.2739.462.802.6336.66Y-23Y-23-140041.280

9、.303.6318.582.101.050.697.32Y-21Y-21-140051.280.303.4221.901.282.311.5216.8934.55Y-17Y-17-140021.288.3732.0814.791.120.7613.67Y-11Y-11-10.301.720.30705.50118.121.72Y-15Y-176003.593.470.303.4119.210.303.2728.2917.62330.22205.673219.9015.8126.47309.06184.521619.315001.40.303.131928.372889.68Y-22Y-22-1

10、50038.921.40.303.76204.77154.1416.3018.16369.6629.1627.29340.50177.47152.991007.80124.9976.92117.4969.42588.001132.79265.4331.2019.20182.3229.3317.33Y-3Y-154004.4Y-26Y-26-1400Y-32Y-3360011.217.591.280.303.1981.7010.526.9071.19142.79131.58Y-5Y-5-140024.851.280.302.83Y-3Y-3-140020.019.43135.7790.0013.

11、068.5776.94Y-6Y-6-14007.511.28149.6913.922.852.8126.983.952.590.3040.51Y-8Y-8-14006.061.280.302.8423.0344.724.2136.763.402.3033.3622.063.192.0918.88513.3980.150.073.564小计124.73512.9200.150.084.004小计245.03512.4000.20.093.999小计209.81512.4000.20.14.009小计76.8总计三、雨水进水管砼满包砼满包0.0000.10.0350.935四、井位挖方数量井室 底

12、面基底面垫层面积井占位回填井占位回填0.3800.0000.170.5543.3929.9813.4170.5229.9840.53小计33572.593868.9729271.40105645.514281.77103224.133.964.53341.1657.4831.43200.77402.9261.76Y-10Y-10-1800361.960.303.66258.25369.55453.1783.6229.12208.6146.0752.861.181.182.272.270.302.98593.61.543001000Y-32Y-32-10.971000雨水井341500雨水井10

13、340*700(单6739.69215.75292.9977.245.972.20.304.012257.883.75173.0748.83124.24Y-10Y-10-21000212.20.305.022376.271933.61Y-21Y-26800189.011.960.303.841422.19301.760.303.810.554.05645.82五、处理工程数量 挖土方 放坡土方 回填土 放坡回填土 余方弃置 放坡余方弃置 六、排管数量统计 33572.59 105645.51 29271.40 84581.12 3868.97 4281.77 数量 293.34 456.77

14、1025.03 870.71 593.60 89.83 554.16 196.78 124.73 245.03 209.81 76.80 单位 m m m m m m m m m m m m 垫层(砂砾石 123.854 149.117 539.063 635.183 108.629 砼 34.086 258.626 128.145 108.431 243.105 261.354 106.506 单位 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 数量定额量 283.66 422.36 1005.83 856.91 561.98 80.15 540.56 191.95 121.05 239.43 203.57 74.10 垫层定额量 119.77 137.88 528.97 625.12 102.84 30.41 252.28 125.00 105.23 237.55