道路給排水工程量計(jì)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(jì)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(jì)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(jì)509.9140.10.056.343507.7000.10.066.260小計(jì)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(jì)512.6640.10.054.093512.6590.10.063.520小計(jì)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(jì)124.73512.9200.150.084.004小計(jì)245.03512.4000.20.093.999小計(jì)209.81512.4000.20.14.009小計(jì)76.8總計(jì)三、雨水進(jìn)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(jì)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(jì) 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