堤防工程工程量計算書

1、目錄1 計算說明 12 分項工程量計算 12.1 土方開挖計算 12.2 土方回填計算 62.3 堤身填筑量計算 62.4 M7.5 漿砌石計算 102.5 拋填塊石計算 142.6 泥結(jié)石路面計算 162.7 草皮護(hù)坡計算 202.8 C25 素混凝土方量計算 242.9 C25 鋼筋混凝土方量、鋼筋量計算 242.10 防滲粘土量計算 263 工程量計算結(jié)果匯總 261計算說明本計算為江川縣星云湖綜合治理南岸防洪堤續(xù)建工程可研階段工程量計算，工程等級為 W級，工程量計算按照水利水電工程設(shè)計工程量計算規(guī)定SL328-2005進(jìn)行，本階段工程量階段系數(shù)按照水利水電工程設(shè)計工程量計算規(guī)定SL32

2、8-2005中表1.0.4取用，工程量計算方法米用斷面平均法。2分項工程量計算2.1 土方開挖計算 2.1.1堤身土方開挖計算計算公式為：V=（A1+A2）* （L2-L1）/2，L1 、L2-前、后里程 （mA1 、A2-前、后里程對應(yīng)斷面開挖面積（m）V- 前、后里程間的開挖方量（R1）計算斷面如下（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計算表格如下:樁號間距L(m)土方開挖)樁號間距L(m)土方開挖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樁號間距L(m)土方開挖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樁號間距L(m)土方開挖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樁號間距L(m)土方開挖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樁號間距L(m)土方開挖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堤身土方開挖總量為：18372帛

10、.2.1.2涵洞、集水井土石方開挖計算計算公式為：V=A* L*n ,l-開挖斷面長度 （ma - 開挖斷面面積（m） n- 結(jié)構(gòu)個數(shù)V-開挖方量（m）計算斷面如下：涵洞斷面：4.484m2 3076, /2A=4.484 m , L= 11.5 m,n=3595413V=1806 m集水井?dāng)嗝?5602A=5.5 m , L=2.3 m,n=113V=139 m2.1.3防滲處理土方開挖計算計算公式為：V=A* L,L-防滲處理長度 （m）a - 開挖斷面面積（m） V- 開挖方量（m）計算斷面如下：7.339m2!jI J2A=7.339 m ， L= 3800m-2500V=27887

11、m2.1.4土方開挖計算結(jié)果匯總土方開挖量為：48204 m32.2 土方回填計算計算公式為：7=A1 L1+ A2* L2 ,l i 、L2 -迎水面、背水面回填段長度（mA 1、A2-迎水面、背水面回填斷面面積（m）V-開挖方量 （m3）計算斷面如下： 0.125m2 0.18m2A仁0.125 m2，A2= 0.18m2， L仁4963m, L2=8081m3V=2075 m2.3堤身填筑量計算計算公式為：V=（A1+A2）* （L2-L1）/2，L1 、L2-前、后里程 （mA1 、A2-前、后里程對應(yīng)斷面填筑面積（m）V- 前、后里程間的填筑方量（m）0+80077000.774m2

12、計算斷面如下（部分）：2+000 10000.100m23+000116004+00013332.555m20.167m25+00090006+00048001.250m22.958m27+Z7+7001.780m284000.630m2計算表格如下:（見下頁）樁號間距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樁號間距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樁號間距L(m)堤身填筑樁號間距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樁號間距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樁號間距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堤身填筑方總量為：10746m2.4 M7.5漿砌石計算2.4.1湖堤迎水面漿砌石護(hù)坡計算計算公式為：V=（A1+A2）* （L2-L1）/2,li 、L2-前、

19、后里程 （m(mA1 、A2-前、后里程對應(yīng)斷面漿砌石面積V-前、后里程間的漿砌石方量（卅）計算斷面如下（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計算表格如下:（見下頁）樁號間距L(m)護(hù)面漿砌石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樁號間距L(m)護(hù)面漿砌石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樁號

22、間距L(m)護(hù)面漿砌石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樁號間距L(m)護(hù)面漿砌石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樁號間距L(m)護(hù)面漿砌石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樁號間距L(m)面漿砌石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湖堤迎水面漿砌石護(hù)坡方量為：3943ml242沿湖堤漿砌石排水溝方量計算計算公式為：V=A* L,l-排水溝總長度 (ma-漿砌石襯砌斷面面積（吊）V-漿砌石方量 （mi）計算斷面如下：0.4496m2A=0.4496 m2, L= 8081m,襯砌厚度 30cm3V=3633 m2.4.3湖堤局部漿砌石整治方量計

27、算3 湖堤局部漿砌石整治方量初步估計為：34 m2.4.4 M7.5漿砌石方量匯總M7.5漿砌石方量為：7610m32.5拋填塊石計算計算公式為：V=（A1+A2）* （L2-L1）/2，li 、L2-前、后里程 （mA1 、A2-前、后里程對應(yīng)拋填塊石面積（ml）V-前、后里程間的拋填塊石方量（m）計算斷面如下（部分）：0+8001+600 2+50014302027 _18500.410.86ym 0.587m23+28025576+74111257+6001500計算表格如下:（見下頁）樁號間距L(m)拋石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樁號間距L(m)拋石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樁號間距L(m)拋石AAV(m3)2+1000.47400.000.53210.602+50

29、00.59工程量210.60樁號間距L(m)拋石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樁號間距L(m)拋石AAV(m34+0000.38300.000.2988.054+3000.21工程量88.05樁號間距L(m)拋石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拋填塊石方量 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泥結(jié)石路面計算計算公式為：V=(C1+C2)* (L2-L1)/2 ,L1 、L2-前、后里程 (mC1 、C2-前、后里程對應(yīng)路面寬度(mF- 前、后里程間的泥結(jié)石路面面積(m)計算斷面如下(部分)：1 + 1008.500m路面3+00011.600m路 面5+0009.000m路 面7+00012.200m路面計算表格如下：2+0004.900m路 面4+0007.100m路面6+000

31、4.800m路 面8+0008.800m路 面樁號間距L(m)拋石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樁號間距L(m)泥結(jié)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樁號間距L(m)泥結(jié)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樁號間距L(m)泥結(jié)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樁號間距L(m)泥結(jié)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