堤防工程工程量计算书(367)

1、目录计算说明分项工程量计算土方开挖计算土方回填计算堤身填筑量计算浆砌石计算抛填块石计算泥结石路面计算草皮护坡计算素混凝土方量计算钢筋混凝土方量、钢筋量计算防渗粘土量计算工程量计算结果汇总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要求进行，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要求中表取用，工程量计算方法采用断面平均法。分项工程量计算土方开挖计算堤身土方开挖计算计算公式为：（）*（），、前、后里程（）、前、后里程对应断面开挖面积（）前、后里程间的开挖方量（）计算断面如下（部分）：1+1009100

2、2.194111214241.887m28240.735m22+00055004+0003+0001700182479000.640m20.735m.624m217190.735m?5+000130018246+000仃270.90.735m20.460m20.579m28+0007+00028893224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

3、+4001.661+8001.41100.001.58157.50100.002.14213.900+5001.491+9002.87100.002.48248.20100.002.74274.400+6003.472+0002.62100.002.87286.70100.002.54254.000+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

4、+1002.192+4001.35100.003.06305.60100.001.15115.001+2003.922+5000.95100.002.73272.90100.001.21120.501+3001.542+6001.46100.001.47146.50200.001.36272.001+4001.392+8001.26100.001.82181.60100.001.29128.501+5002.242+9001.31100.001.64163.60续表:桩号间距L(m)土方开挖AA、V(m3)100.001.35134.503+0001.3841.001.5864.783+041

5、1.7859.001.4384.083+1001.07100.000.8585.253+2000.6480.000.6753.803+2800.71120.001.08129.603+4001.45200.002.37473.003+6003.28100.002.28227.503+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

6、.27126.504+3001.23100.001.33133.004+4001.43200.001.54307.004+6001.64100.002.31230.504+7002.97100.002.19219.004+8001.41100.001.10109.504+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

7、.07206.505+6001.38续表: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+0001.04100.001.14113.506+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.

8、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+9003.44100.002.67267.107+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.

9、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:涵洞、集水井土石方开挖计算计算公式为：*,-开挖断面长度（）开挖断面面积（）结构个数开挖方量（）计算断面如下：涵洞断面：集水井断面5.5m22560防渗处理土方开挖计算计算公式为：*,-防渗处理长度（）开挖断面面积（）开挖方量（）计算断面如下：7.339m22500土方开挖计算结果汇总土方开挖量为：土方回填计算TOCo1-5hz计算公式为：*,、-迎水

10、面、背水面回填段长度（）、-迎水面、背水面回填断面面积（）开挖方量（）计算断面如下：I堤身填筑量计算计算公式为：（）*（），、前、后里程（）、前、后里程对应断面填筑面积（）前、后里程间的填筑方量（）计算断面如下（部分）：2+00010000.100m24+00013330+80077000.774m23+000116000.167m20.167m25+00090001.250m26+0004800仝2.958m27+Z7+70084000.630m2计算表格如下：（见下页）1.780m2桩号间距L(m)堤身填筑AAV(m3)0+1000.00100.000.2928.900+2000.5810

11、0.000.7272.000+3000.86100.001.17117.400+4001.49100.001.67166.950+5001.85100.000.9392.650+6000.00100.000.000.000+7000.00100.000.3938.700+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+

12、5000.00200.000.000.001+7000.00100.000.5757.001+8001.14100.000.5757.001+9000.00100.000.055.002+0000.10100.000.077.002+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续表:桩号间距L(m)堤身填筑桩号间距L(m)堤身填筑AAV(m3)AAV(m

13、3)2+7000.00100.000.5959.35100.000.9998.604+0000.172+8001.97100.000.088.35100.001.61160.804+1000.002+9001.24100.000.3231.90100.001.90189.954+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+28

14、03.62100.003.00299.95120.003.84460.864+6006.003+4004.06100.005.68567.95100.002.03203.004+7005.363+5000.00100.003.90389.50100.000.000.004+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.

15、02续表: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+5004.00100.002.99299.155+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

16、.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+7000.23100.000.1111.256+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+70

17、01.78100.000.8989.007+8000.00工程量10745.96堤身填筑方总量为:浆砌石计算湖堤迎水面浆砌石护坡计算计算公式为：（）*（）,、前、后里程（）、前、后里程对应断面浆砌石面积（）前、后里程间的浆砌石方量（）计算断面如下（部分）：0.818m27+0001726L1：20.696m21+1001900一1：20.550m24+0002+000500俗0.20m25+0002000环0.818m28+000500俗0.20m23+00012000.46m26+0002400 xX0.997m2计算表格如下:（见下页）桩号间距L(m)护面浆砌石AAV(m3)0+0000.

18、20200.000.2040.000+2000.20100.000.2121.200+3000.22100.000.4241.800+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+4000.52100.000.5

19、453.501+5000.55桩号间距L(m)护面浆砌石AAV(m3)100.000.5555.001+6000.55100.000.5555.001+7000.55100.000.5555.001+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+6000.422

20、00.000.4284.702+8000.43100.000.4444.302+9000.46100.000.4646.00续表:桩号间距L(m)护面浆砌石AA、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

21、+9000.20100.000.5150.904+0000.82100.000.5150.904+1000.20100.000.2020.004+2000.20100.000.3837.50桩号间距L(m)护面浆砌石AA1V(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+1000.20100.00

22、0.2020.005+2000.20100.000.3333.155+3000.46100.000.7171.455+4000.97100.000.8080.255+5000.64100.000.6564.805+6000.66100.000.4342.855+7000.20续表: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+33

23、20.5568.000.4933.256+4000.43100.000.3131.406+5000.2061.000.3822.886+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)护面浆砌石AAV(m3)6+9000.55100.000.6262.307+0000.70100.000.7171.257+1000.73100.000.6463.957+2000.55100.000.5555.007

24、+3000.55100.000.5454.407+4000.54100.000.5454.407+5000.55100.000.5555.007+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:沿湖堤浆砌石排水沟方量计算计算公式为:-排水沟总长度（）-浆砌石衬砌断面面积（）浆砌石方量（）计算断面如下：,，衬砌厚度湖堤局部浆砌石整治方量计算湖堤局部

25、浆砌石整治方量初步估计为：浆砌石方量汇总浆砌石方量为：抛填块石计算计算公式为：（）*（），、前、后里程（）TOCo1-5hz、前、后里程对应抛填块石面积（）前、后里程间的抛填块石方量（）计算断面如下（部分）：0.415mT0.869m20.587m23+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+7000.28100.000.3534.850+8000.42100.000.3130.950+9000.20200.000.3876.501+1000.56100.000.5454.40

26、1+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+5000.59工程量210.60桩号间距L(m)抛石AraV(m3)3+1504.4750.004.47223.353+2004.4780.003.62289.843+280

27、2.7870.002.78194.533+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工程量237.21抛填块石方量泥结石路面计算计算公式为：()*(),、前、后里程()、前、后里程对应路面宽度()前、后里程间的泥结石路面面积()计算断面如下(部分)：1+

28、1002+0008.500m路面490m路面3+00011.600m路面5+0009.000m路面7+00012.200m路面计算表格如下：4+0007.100m路面6+0004.800m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-(m)泥结石路面C(m)C1-(m2)0+0005.60200.005.601120.000+2005.601

29、00.004.75475.000+3003.90100.009.25925.000+40014.60100.0010.051005.000+5005.50100.006.30630.000+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

30、.40续表:桩号间距L(m)泥结石路面C(m)C1F(m2)100.006.45645.001+6007.50100.006.75675.001+7006.00100.008.05805.001+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+5008.60100.008.25825.00

31、2+6007.90200.008.401680.002+8008.90100.007.30730.002+9005.70100.008.65865.00桩号间距L(m)泥结石路面1：C(m)CF(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+70012.00100.0010.0010

32、00.003+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)泥结石路面C(m)C1-(m2)4+3008.60100.008.35835.004+4008.10200.009.401880.004+60010.70100.009.30930.004+7007.90100.007.65765.004+8007.40100.008.20820.004+9009.00100.009.0

33、0900.005+0009.00100.008.20820.005+1007.40100.006.55655.005+2005.70100.007.55755.005+3009.40100.008.55855.005+4007.70100.007.40740.005+5007.10100.006.50650.005+6005.90100.006.90690.005+7007.90续表:7mc间距泥结石路面桩号m)c(mwF(2)6+90060.007+0007丄cnn-7.7丄QCC7+1007+200.0010).901C90.00.15915.0080757750000087丄acc壬工口

34、程量泥结石路面面积为:草皮护坡计算计算公式为：()*()、前、后里程（）（）、前、后里程对应断面草皮护坡长度前、后里程间的草皮护坡面积（）计算断面如下（部分）：1.118m2+0001.789m3+0001：21.118m4+0002.236m5+0006+0001.423m7+00022.012m计算表格如下:（见下页）桩号间距L(m)草皮护坡C(m)CF(m2)0+2002.24100.001.24124.200+3000.25100.001.09108.550+4001.92100.001.27127.200+5000.62300.000.36107.850+8000.10100.001

35、.28127.900+9002.46200.001.79357.801+1001.12200.001.45290.701+3001.79100.001.45145.351+4001.12100.001.01100.601+5000.89100.000.8989.401+6000.89100.001.34134.151+7001.79桩号间距L(m)草皮护坡C(m)CF(m2100.001.34134.151+8000.89100.000.7878.251+9000.67100.001.23123.002+0001.79100.001.68167.702+1001.57100.000.9190.

36、802+2000.25100.000.9190.802+3001.57100.000.8887.502+4000.19100.000.7676.352+5001.34100.001.45145.352+6001.57200.001.36272.202+8001.16100.000.8282.302+9000.49100.000.8080.353+0001.12续表:桩号间距L(m)草皮护坡C(m)CF(m2)41.000.8936.673+0410.6759.000.4626.873+1000.24100.000.6363.253+2001.0380.000.9777.203+2800.911

37、20.001.35161.643+4001.79200.001.57313.103+6001.34100.001.45145.353+7001.57100.001.30129.753+8001.03100.001.07107.403+9001.12100.001.68167.704+0002.24100.002.57257.154+1002.91100.001.55154.604+2000.19100.001.32132.25桩号间距L(m)草皮护坡C(m)CF(m2)4+3002.46100.002.68268.354+4002.91200.002.80559.004+6002.68100.002.57257.154+7002.46100.001.57156.554+8000.67100.001.45145.354+9002.24100.002.12212.405+0002.01100.002.46245.955+1002.91100.002.91290.705+2002.91100.002.12212.455+3001.34100.001.49148.755+4001.63100.001.71