堤防工程工程量計算書

1、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 泥結石路面計算162.7 草皮護坡計算 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工程量計算結果匯總 271計算說明本計算為江JI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IV級,工程量計算根據(jù)?水利水電工程設計工程量計算規(guī)定? SL328-2005進行,本階段工程 量階段系數(shù)根據(jù)?水利水電工程設計工程量計算規(guī)定? SL328-200

2、5中表1.0.4取用,工程量 計算方法采用斷面平均法.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 nA1 、A2-前、后里程對應斷面開挖面積吊V- 前、后里程間的開挖方量吊計算斷面如下局部：1+10091002-194m214241.887m22+00055008240.735m23+000170018240.640m20.735m4+000790013000.9624m20.735m25+000 18240.7嘉1719 6+000 17270.4宸0.5篇28897+00032248+0000.8

3、89m21.015m2計算表格如下:樁號間距L(m)士萬開挖)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+0002.62100.002.87286.70100.002.54

4、254.000+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+6001.46100.001.47146.50200.001.36

5、272.001+4001.392+8001.26100.001.82181.60100.001.29128.501+5002.242+9001.31100.001.64163.60續(xù)表：常用軟件課程設計樁號間距L(m)土方開挖I樁號間距L(m)土方開挖AA、V(m3)AAV(m3)100.001.35134.50100.001.27126.503+0001.384+3001.2341.001.5864.78100.001.33133.003+0411.784+4001.4359.001.4384.08200.001.54307.003+1001.074+6001.64100.000.8585.

6、25100.002.31230.503+2000.644+7002.9780.000.6753.80100.002.19219.003+2800.714+8001.41120.001.08129.60100.001.10109.503+4001.454+9000.78200.002.37473.00100.001.23123.003+6003.285+0001.68100.002.28227.50100.001.42141.503+7001.275+1001.15100.001.41140.50100.001.29129.003+8001.545+2001.43100.001.47146.50

7、100.001.46146.003+9001.395+3001.49100.002.88287.50100.001.44144.004+0004.365+4001.39100.003.45344.95100.002.07207.004+1002.545+5002.75100.001.92191.95100.002.07206.504+2001.305+6001.38樁號間距L(m)士方開挖AAV(m3100.001.30129.505+7001.21100.001.45145.005+8001.69200.001.37273.006+0001.04100.001.14113.506+1001.

8、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)士方開挖AAV(m3)59.006.62390.796+8008.02100.005.73573.306+9003.44100.002.6

9、7267.107+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：18372m.常用軟件課程

10、設計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-開挖斷面長度項A -開挖斷面面積 m2n- 結構個數(shù)V- 開挖方量 m3計算斷面如下：涵洞斷面：1«0|A=4.484 m 2, L= 11.5 m,n=354.484m2 3076954 .F13V=1806 m 集水井斷面5.5m22560A=5.5 m 2, L=2.3 m,n=11V=139 m32.1.3防滲處理土方開挖計算計算公式為：V=A* L,L-防滲處理長度項A -開挖斷面面積 m2V- 開挖方量 m3計算斷面如下：7.339m29 T32-J-.:25002A=7.339 m 2, L=

11、3800mV=27887 吊2.1.4 土方開挖計算結果匯總土方開挖量為：48204 m32.2 土方回填計算計算公式為：V=A1* L1+ A2* L2 ,L 1、L2-迎水面、背水面回填段長度nrjA 1、A2-迎水面、背水面回填斷面面積m2V- 開挖方量 m3計算斷面如下：0.125m2 0.18m21A1=0.125 m2, A2= 0.18m； L1=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、后里色 mA1 、A2-前、后里程對應斷面填筑面積品V- 前、后里程間的填筑方量m3計算斷面如下局部：

12、0+80077000.774m23+000116002.555m22+0001000V 0.100m24+0001333V0.167m25+0009000*q1.250m2里7+10061006+00048002.958m27+70084000.630m2計算表格如下：見下頁1.780m2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+6000.00100.0

13、00.000.000+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+0000.10

14、100.000.077.002+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樁號間距L(m)堤身填筑AAV(m3)2+7000.00100.000.9998.602+8001.97100.001.61160.802+9001.24100.001.90189.953+0002.56100.001.61161.303+1000.67100.002.52251

15、.703+2004.3680.003.99319.363+2803.62120.003.84460.863+4004.06100.002.03203.003+5000.00100.000.000.003+6000.00100.000.6565.003+7001.30100.002.89288.503+8004.47100.002.75274.503+9001.02樁號間距L(m)堤身填筑AAV(m3)100.000.5959.354+0000.17100.000.088.354+1000.00100.000.3231.904+2000.64100.001.47147.254+3002.3110

16、0.003.80380.354+4005.30100.002.65265.004+5000.00100.003.00299.954+6006.00100.005.68567.954+7005.36100.003.90389.504+8002.43100.001.90189.504+9001.36100.001.31130.505+0001.25100.001.45145.005+1001.65續(xù)表:樁號間距L(m)堤身填筑樁號間距L(m)堤身填筑)AAV(m3)AAV(m3100.001.14113.90200.000.000.005+2000.636+5000.00100.001.67167

17、.2561.000.2615.955+3002.726+5610.52100.004.49448.90139.000.3751.995+4006.266+7000.23100.005.13512.80100.000.1111.255+5004.006+8000.00100.002.99299.15200.000.000.005+6001.997+0000.00100.001.11110.90100.000.3231.505+7000.237+1000.63100.002.39238.55200.002.12423.205+8004.547+3003.60100.002.27227.05100.

18、002.74274.105+9000.007+4001.88100.001.48147.90100.001.25124.856+0002.967+5000.62100.001.48147.90100.001.24124.056+1000.007+6001.86100.000.9493.65100.001.82182.206+2001.877+7001.78100.000.9493.65100.000.8989.006+3000.007+8000.00工程量10745.9()10746m2.4 M7,5漿砌石計算2.4.1 湖堤迎水面漿砌石護坡計算計算公式為：V=A1+A2* L2-L1/2 ,

19、L1 、L2-前、后里程 mA1 、A2-前、后里程對應斷面漿砌石面積m2V- 前、后里程間的漿砌石方量m3計算斷面如下局部：1+100 1900一 1： 2 I0.550m24+0000.818m27+0001726i： 20.696m22+000 500自0.20m25+0002000<2 0.818m28+000500自0.20m23+0001200 0.46m26+0000.997m2計算表格如下:見下頁樁號間距L(m)護圄漿砌仔AA 'V(m3)0+0000.20200.000.2040.000+2000.20100.000.2121.200+3000.22100.00

20、0.4241.800+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+4000.52100.000.5453.501+5000.55樁號間距L(m)護圄漿砌仔AAV(m3)100.000.5555.001+6000

21、.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+6000.42200.000.4284.702+8000.43100.000.4444.302+9000.46100.000.4

22、646.00樁號間距L(m)護回漿砌均AA 、/(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+1000.2010

23、0.000.2020.004+2000.20100.000.3837.50樁號間距L(m)護回漿砌均AA 、/(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+3000.46100.000.7171.45

24、5+4000.97100.000.8080.255+5000.64100.000.6564.805+6000.66100.000.4342.855+7000.20樁號間距L(m)護卸漿砌右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+5000.2061.000.3

25、822.886+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樁號間距L(m)護卸漿砌右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.

26、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湖堤迎水面漿砌石護坡方量為：3943吊2.4.2沿湖堤漿砌石排水溝方量計算計算公式為：V=A* L,l-排水溝總長度項A-漿砌石襯砌斷面面積吊V-漿砌石方量而計算斷面如下：0.4496m2A=0.4496 m2, L= 8081m,襯砌厚度 30cmV=3633 m32.4.3 湖堤局部漿砌石整治方量

27、計算湖堤局部漿砌石整治方量初步估計為：34 m32.4.4 M7.5漿砌石方量匯總M7.5漿砌石方量為：7610m2.5拋填塊石計算計算公式為：V=A1+A2* L2-L1/2 ,L1 、L2-前、后里程 mA1 、A2-前、后里程對應拋填塊石面積吊V- 前、后里程間的拋填塊石方量吊 計算斷面如下局部：0+80014300.415m?1+60020272+50018502.0.80.53+280 2557m計算表格如下:6+74111250.722m2"7+60015000.825m2見下頁常用軟件課程設計樁號間距L(m)拋石AAV(m3)0+6500.2850.000.2814.1

28、00+7000.28100.000.3534.850+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.

29、53210.602+5000.59工程量210.60樁號間距L(m)拋石AAV(m3)3+1504.4750.004.47223.353+2004.4780.003.62289.843+2802.7870.002.78194.533+3502.78工程員707.72樁號間距L(m)拋石AAV(m3)4+0000.38300.000.2988.054+3000.21工程員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

30、.096+9000.39工程員237.21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工程員266.65拋填塊石方量 V=237.15 m3+134.30 m3+210.60 m3+707.72 m3+88.05 m3+237.21 m3 +266.65 m3=1882 m32.6泥結石路面計算計算公式為：V=C1+C2* L2-L1/2 ,L1 、L2-前、后里程 nC1 、C2-前、后里程對應

31、路面寬度項F- 前、后里程間的泥結石路面面積吊計算斷面如下局部：1+1008.500mg§ 面3+00011.600mM5+0009.000mg§ 面7+0002+0004.900mM4+0007.100mg§ 面6+0004.800mg§ 面8+00012.200mM8.800mM計算表格如下:樁號iwrL(m)泥結石路面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

32、+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+5005.40樁號L(m)泥結石路面C(m)C 1-(m2)100.006.45645.001+6007.50100.006.75675.001+

33、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+5008.60100.008.25825.002+6007.90200.008.401680.002+8008.90100.007.30730.002+9005.70100.008.65865

34、.00樁號間距L(m)泥結石路回C(m)C(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)泥結石路回C(m)CF(m2)4+3008.60100.008.35835.004+4008.1