堤防工程工程量计算书

1、目录1 计算说明 12 分项工程量计算 12.1 土方开挖计算 12.2 土方回填计算 62.3 堤身填筑量计算 62.4 M7.5 浆砌石计算 102.5 抛填块石计算 142.6 泥结石路面计算 162.7 草皮护坡计算 202.8 C25 素混凝土方量计算 242.9 C25 钢筋混凝土方量、钢筋量计算 242.10 防渗粘土量计算 263 工程量计算结果汇总 261计算说明本计算为江川县星云湖综合治理南岸防洪堤续建工程可研阶段工程量计算，工程等级为 W级，工程量计算按照水利水电工程设计工程量计算规定SL328-2005进行，本阶段工程量阶段系数按照水利水电工程设计工程量计算规定SL32

2、8-2005中表1.0.4取用，工程量计算方法米用断面平均法。2分项工程量计算2.1 土方开挖计算 2.1.1堤身土方开挖计算计算公式为：V=（A1+A2）* （L2-L1）/2，L1 、L2-前、后里程 （mA1 、A2-前、后里程对应断面开挖面积（m）V- 前、后里程间的开挖方量（R1）计算断面如下（部分）：1+100910014242+00055001.887m28240.735m23+000170018240.640m20.735m24+0007900.624m20.735m213005+000 182417196+000 17270.948m20.7粽0.460m20.579m28+

3、0007+000 288932240.889m21.015m2计算表格如下:桩号间距L(m)土方开挖)桩号间距L(m)土方开挖AAV(m3AAV(m3)0+2003.491+6001.03100.002.75274.50100.003.57356.700+3002.001+7006.10100.001.83183.00100.003.76375.700+4001.661+8001.41100.001.58157.50100.002.14213.900+5001.491+9002.87100.002.48248.20100.002.74274.400+6003.472+0002.62100.00

4、2.87286.70100.002.54254.000+7002.262+1002.46100.002.35235.00100.003.99398.700+8002.442+2005.51100.003.52352.00100.003.46346.200+9004.602+3001.41200.003.40679.40100.001.38138.001+1002.192+4001.35100.003.06305.60100.001.15115.001+2003.922+5000.95100.002.73272.90100.001.21120.501+3001.542+6001.46100.00

5、1.47146.50200.001.36272.001+4001.392+8001.26100.001.82181.60100.001.29128.501+5002.242+9001.31100.001.64163.60桩号间距L(m)土方开挖AA、V(m3)100.001.35134.503+0001.3841.001.5864.783+0411.7859.001.4384.083+1001.07100.000.8585.253+2000.6480.000.6753.803+2800.71120.001.08129.603+4001.45200.002.37473.003+6003.2810

6、0.002.28227.503+7001.27100.001.41140.503+8001.54100.001.47146.503+9001.39100.002.88287.504+0004.36100.003.45344.954+1002.54100.001.92191.954+2001.30桩号间距L(m)土方开挖AAV(m3)100.001.27126.504+3001.23100.001.33133.004+4001.43200.001.54307.004+6001.64100.002.31230.504+7002.97100.002.19219.004+8001.41100.001.

7、10109.504+9000.78100.001.23123.005+0001.68100.001.42141.505+1001.15100.001.29129.005+2001.43100.001.46146.005+3001.49100.001.44144.005+4001.39100.002.07207.005+5002.75100.002.07206.505+6001.38桩号间距L(m)土方开挖AAV(m3100.001.30129.505+7001.21100.001.45145.005+8001.69200.001.37273.006+0001.04100.001.14113.5

8、06+1001.23100.001.40140.006+2001.57100.003.36335.806+3005.1532.006.12195.786+3327.0968.004.50305.666+4001.90100.006.13612.756+50010.3661.007.70469.556+5615.0439.004.19163.376+6003.34100.002.69268.906+7002.0441.003.63148.896+7415.22桩号间距L(m)土方开挖AAV(m359.006.62390.796+8008.02100.005.73573.306+9003.4410

9、0.002.67267.107+0001.90100.002.93292.507+1003.95100.004.76475.957+2005.57100.003.57356.957+3001.57100.001.52151.507+4001.46100.001.91190.507+5002.35100.001.61161.007+6000.87100.001.15114.507+7001.42100.002.64264.007+8003.86100.003.34333.607+9002.81100.004.33432.608+0005.84工程量18372.49堤身土方开挖总量为：18372帛

10、.2.1.2涵洞、集水井土石方开挖计算计算公式为：V=A* L*n ,l-开挖断面长度 （ma - 开挖断面面积（m） n- 结构个数V-开挖方量（m）计算断面如下：涵洞断面：4.484m2 3076, /2A=4.484 m , L= 11.5 m,n=3595413V=1806 m集水井断面25602A=5.5 m , L=2.3 m,n=113V=139 m2.1.3防渗处理土方开挖计算计算公式为：V=A* L,L-防渗处理长度 （m）a - 开挖断面面积（m） V- 开挖方量（m）计算断面如下：7.339m2!jI J2A=7.339 m ， L= 3800m-2500V=27887

11、m2.1.4土方开挖计算结果汇总土方开挖量为：48204 m32.2 土方回填计算计算公式为：7=A1 L1+ A2* L2 ,l i 、L2 -迎水面、背水面回填段长度（mA 1、A2-迎水面、背水面回填断面面积（m）V-开挖方量 （m3）计算断面如下： 0.125m2 0.18m2A仁0.125 m2，A2= 0.18m2， L仁4963m, L2=8081m3V=2075 m2.3堤身填筑量计算计算公式为：V=（A1+A2）* （L2-L1）/2，L1 、L2-前、后里程 （mA1 、A2-前、后里程对应断面填筑面积（m）V- 前、后里程间的填筑方量（m）0+80077000.774m2

12、计算断面如下（部分）：2+000 10000.100m23+000116004+00013332.555m20.167m25+00090006+00048001.250m22.958m27+Z7+7001.780m284000.630m2计算表格如下:（见下页）桩号间距L(m)堤身填筑AAV(m3)0+1000.00100.000.2928.900+2000.58100.000.7272.000+3000.86100.001.17117.400+4001.49100.001.67166.950+5001.85100.000.9392.650+6000.00100.000.000.000+700

13、0.00100.000.3938.700+8000.77100.000.6665.700+9000.54100.000.2727.001+0000.00200.000.000.001+2000.00100.001.70170.251+3003.41100.002.01200.75桩号间距L(m)堤身填筑AAV(m3)1+4000.61100.000.3130.501+5000.00200.000.000.001+7000.00100.000.5757.001+8001.14100.000.5757.001+9000.00100.000.055.002+0000.10100.000.077.00

14、2+1000.04100.000.022.002+2000.00100.000.9696.002+3001.92100.001.18118.402+4000.45100.000.7170.902+5000.97100.001.76176.252+6002.56100.001.28127.75桩号间距L(m)堤身填筑桩号间距L(m)堤身填筑AAV(m3)AAV(m3)2+7000.00100.000.5959.35100.000.9998.604+0000.172+8001.97100.000.088.35100.001.61160.804+1000.002+9001.24100.000.323

15、1.90100.001.90189.954+2000.643+0002.56100.001.47147.25100.001.61161.304+3002.313+1000.67100.003.80380.35100.002.52251.704+4005.303+2004.36100.002.65265.0080.003.99319.364+5000.003+2803.62100.003.00299.95120.003.84460.864+6006.003+4004.06100.005.68567.95100.002.03203.004+7005.363+5000.00100.003.90389

16、.50100.000.000.004+8002.433+6000.00100.001.90189.50100.000.6565.004+9001.363+7001.30100.001.31130.50100.002.89288.505+0001.253+8004.47100.001.45145.00100.002.75274.505+1001.653+9001.02桩号间距L(m)堤身填筑AAV(m3100.001.14113.905+2000.63100.001.67167.255+3002.72100.004.49448.905+4006.26100.005.13512.805+5004.

17、00100.002.99299.155+6001.99100.001.11110.905+7000.23100.002.39238.555+8004.54100.002.27227.055+9000.00100.001.48147.906+0002.96100.001.48147.906+1000.00100.000.9493.656+2001.87100.000.9493.656+3000.00桩号间距L(m)堤身填筑AAV(m3200.000.000.006+5000.0061.000.2615.956+5610.52139.000.3751.996+7000.23100.000.1111

18、.256+8000.00200.000.000.007+0000.00100.000.3231.507+1000.63200.002.12423.207+3003.60100.002.74274.107+4001.88100.001.25124.857+5000.62100.001.24124.057+6001.86100.001.82182.207+7001.78100.000.8989.007+8000.00工程量10745.96堤身填筑方总量为：10746m2.4 M7.5浆砌石计算2.4.1湖堤迎水面浆砌石护坡计算计算公式为：V=（A1+A2）* （L2-L1）/2,li 、L2-前、

19、后里程 （m(mA1 、A2-前、后里程对应断面浆砌石面积V-前、后里程间的浆砌石方量（卅）计算断面如下（部分）：0.818m27+0001726N|Zi 4： 20.696m23+00012000.4 6m26+0000.997m21 + 1001900一 1： 20.550m2 4+0002+0005000.20m25+000 2000 印 0.818m28+000500合0.20m2计算表格如下:（见下页）桩号间距L(m)护面浆砌石AA V(m3)0+0000.20200.000.2040.000+2000.20100.000.2121.200+3000.22100.000.4241.8

20、00+4000.61100.000.6060.150+5000.59100.000.4039.550+6000.20100.000.3837.500+7000.55100.000.5555.000+8000.55100.000.5555.000+9000.55200.000.55110.001+1000.55100.000.5555.001+2000.55100.000.5151.351+3000.48100.000.5049.851+4000.52100.000.5453.501+5000.55桩号间距L(m)护面浆砌石AAV(m3)100.000.5555.001+6000.55100.0

21、00.5555.001+7000.551UU.UU0.5555.001+8000.55100.000.3837.501+9000.20100.000.2020.002+0000.20100.000.3837.502+1000.55100.000.3837.502+2000.20100.000.3837.502+3000.55100.000.3837.502+4000.20100.000.3837.502+5000.55100.000.4948.552+6000.42200.000.4284.702+8000.43100.000.4444.302+9000.46100.000.4646.00桩号

22、间距L(m)护面浆砌石HAA 、V(m3)3+0000.4641.000.3313.533+0410.2059.000.2011.803+1000.20100.000.3837.503+2000.5580.000.5544.003+2800.55120.000.5363.603+4000.51200.000.3671.003+6000.20100.000.2020.003+7000.20100.000.5555.153+8000.90100.000.5555.153+9000.20100.000.5150.904+0000.82100.000.5150.904+1000.20100.000.2

23、020.004+2000.20100.000.3837.50桩号间距L(m)护面浆砌石IXA 、V(m3)4+3000.55100.000.6766.704+4000.78200.000.76151.304+6000.73100.000.8686.304+7001.00100.000.7777.354+8000.55100.000.5555.004+9000.55100.000.6868.405+0000.82100.000.5150.905+1000.20100.000.2020.005+2000.20100.000.3333.155+3000.46100.000.7171.455+4000

24、.97100.000.8080.255+5000.64100.000.6564.805+6000.66100.000.4342.855+7000.20桩号间距L(m)护面浆砌石AAV(m3)100.000.5150.905+8000.82200.000.91181.506+0001.00100.000.6059.856+1000.20100.000.3130.906+2000.42100.000.3130.906+3000.2032.000.3812.006+3320.5568.000.4933.256+4000.43100.000.3131.406+5000.2061.000.3822.88

25、6+5610.5539.000.3814.636+6000.20100.000.3837.506+7000.5541.000.5522.556+7410.5559.000.5129.806+8000.46100.000.5150.50桩号间距L(m)面浆砌石AAV(m3)6+9000.55100.000.6262.307+0000.70100.000.7171.257+1000.73100.000.6463.957+2000.55100.000.5555.007+3000.55100.000.5454.407+4000.54100.000.5454.407+5000.55100.000.555

26、5.007+6000.55100.000.5656.207+7000.57100.000.5656.207+8000.55100.000.5555.007+9000.55100.000.3837.508+0000.2062.000.2012.408+0620.20工程量3943.08湖堤迎水面浆砌石护坡方量为：3943ml242沿湖堤浆砌石排水沟方量计算计算公式为：V=A* L,l-排水沟总长度 (ma-浆砌石衬砌断面面积（吊）V-浆砌石方量 （mi）计算断面如下：0.4496m2A=0.4496 m2, L= 8081m,衬砌厚度 30cm3V=3633 m2.4.3湖堤局部浆砌石整治方量计

27、算3 湖堤局部浆砌石整治方量初步估计为：34 m2.4.4 M7.5浆砌石方量汇总M7.5浆砌石方量为：7610m32.5抛填块石计算计算公式为：V=（A1+A2）* （L2-L1）/2，li 、L2-前、后里程 （mA1 、A2-前、后里程对应抛填块石面积（ml）V-前、后里程间的抛填块石方量（m）计算断面如下（部分）：0+8001+600 2+50014302027 _18500.410.86ym 0.587m23+28025576+74111257+6001500计算表格如下:（见下页）桩号间距L(m)抛石AAV(m3)0+6500.2850.000.2814.100+7000.2810

28、0.000.3534.850+8000.42100.000.3130.950+9000.20200.000.3876.501+1000.56100.000.5454.401+2000.5350.000.5326.351+2500.53工程量237.15桩号间距L(m)抛石AAV(m3)1+4500.3450.000.3417.201+5000.34100.000.6160.651+6000.87100.000.5049.951+7000.1350.000.136.501+7500.13工程量134.30桩号间距L(m)抛石AAV(m3)2+1000.47400.000.53210.602+50

29、00.59工程量210.60桩号间距L(m)抛石AA V(m3)3+1504.4750.004.47223.353+2004.4780.003.62289.843+2802.7870.002.78194.533+3502.78工程量707.72桩号间距L(m)抛石AAV(m34+0000.38300.000.2988.054+3000.21工程量88.05桩号间距L(m)抛石AAV(m3)6+3320.06229.000.2659.086+5610.45139.000.4765.266+7000.4941.000.6024.786+7410.72159.000.5588.096+9000.39

30、工程量237.21ooooOo抛填块石方量 V=237.15 m +134.30 m +210.60 m +707.72 m +88.05 m +237.21 m +266.65 m =1882 m2.6泥结石路面计算计算公式为：V=(C1+C2)* (L2-L1)/2 ,L1 、L2-前、后里程 (mC1 、C2-前、后里程对应路面宽度(mF- 前、后里程间的泥结石路面面积(m)计算断面如下(部分)：1 + 1008.500m路面3+00011.600m路 面5+0009.000m路 面7+00012.200m路面计算表格如下：2+0004.900m路 面4+0007.100m路面6+000

31、4.800m路 面8+0008.800m路 面桩号间距L(m)抛石AAV(m3)7+3000.38200.000.3365.107+5000.27100.000.5554.857+6000.83200.000.4896.107+8000.41100.000.5150.607+9000.61工程量266.65桩号间距L(m)泥结石路面C(m)C 1-(m2)0+0005.60200.005.601120.000+2005.60100.004.75475.000+3003.90100.009.25925.000+40014.60100.0010.051005.000+5005.50100.006.

32、30630.000+6007.10100.005.10510.000+7003.10100.005.40540.000+8007.70100.007.65765.000+9007.60200.008.051610.001+1008.50100.007.50750.001+2006.50100.007.95795.001+3009.40100.007.50750.001+4005.60100.005.50550.001+5005.40桩号间距L(m)泥结石路面C(m)C F(m2)100.006.45645.001+6007.50100.006.75675.001+7006.00100.008.

33、05805.001+80010.10100.007.75775.001+9005.40100.005.15515.002+0004.90100.007.20720.002+1009.50100.0010.601060.002+20011.70100.008.10810.002+3004.50100.004.45445.002+4004.40100.006.50650.002+5008.60100.008.25825.002+6007.90200.008.401680.002+8008.90100.007.30730.002+9005.70100.008.65865.00桩号间距L(m)泥结石路

34、面1：C(m)C F(m2)3+00011.6041.0010.50430.503+0419.4059.008.00472.003+1006.60100.008.30830.003+20010.0080.009.10728.003+2808.20120.008.20984.003+4008.20200.007.951590.003+6007.70100.009.85985.003+70012.00100.0010.001000.003+8008.00100.009.00900.003+90010.00100.008.55855.004+0007.10100.007.20720.004+1007.30100.006.80680.004+2006.30100.007.45745.00桩号间距L(m)泥结石路1：C(m)C 1-(m2)4+3008.60100.008.35835.004+4008.10200.009.401880.004+60010.70100.009.30930.004+7007.90100.007.657