道路給排水工程量計算式模版

1、上口寬度自然地面高程管底 高程墊層管壁th(mH(m挖土方(m3砂礫石墊層+排管(m3砂礫石墊層回填方量挖土方(m3砂礫石墊層+排管(m3砂礫石墊層回填方量m510.4350.10.046.308小計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井段號管徑 (mm長度L(m寬度 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郫縣安豐路排水工程量計算式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小計509.9140.10.056.343507.7000.10.066.260小計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小計512.6640.10.054.093512.6590.10.063.520小計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小計124.73512.9200.150.084.004小計245.03512.4000.20.093.999小計209.81512.4000.20.14.009小計76.8總計三、雨水進水管砼滿包砼滿包0.0000.10.0350.935四、井位挖方數(shù)量井室 底

12、面基底面墊層面積井占位回填井占位回填0.3800.0000.170.5543.3929.9813.4170.5229.9840.53小計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(單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、處理工程數(shù)量 挖土方 放坡土方 回填土 放坡回填土 余方棄置 放坡余方棄置 六、排管數(shù)量統(tǒng)計 33572.59 105645.51 29271.40 84581.12 3868.97 4281.77 數(shù)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 單位 m m m m m m m m m m m m 墊層(砂礫石 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 單位 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 數(shù)量定額量 283.66 422.36 1005.83 856.91 561.98 80.15 540.56 191.95 121.05 239.43 203.57 74.10 墊層定額量 119.77 137.88 528.97 625.12 102.84 30.41 252.28 125.00 105.23 237.55