某堤防工程工程量計算書

1、目錄1 計算說明 1.2 分項工程量計算 1.2.1 土方開挖計算 1.2.2 土方回填計算 8.2.3 堤身填筑量計算 8.2.4 M7.5 漿砌石計算 1.3.2.5 拋填塊石計算 1.8.2.6 泥結(jié)石路面計算 2.0.2.7 草皮護坡計算 2.5.2.8 C25素混凝土方量計算 302.9 C25鋼筋混凝土方量、鋼筋量計算3.02.10 防滲粘土量計算3.3.3 工程量計算結(jié)果匯總3.3.1 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進行，本階段工程 量階段系數(shù)按照水利水電

2、工程設(shè)計工程量計算規(guī)定 SL328-2005+表取用，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 （m）A1、A2-前、后里程對應(yīng)斷面開挖面積 （m2）V-前、后里程間的開挖方量 （m3） 計算斷面如下（部分） ：14241.887m22+000550018240.735m24+00079000.640m20.735m：624m217190.735m?13005+000 18246+000 仃 270.90.460m21+10091002.194mg仃0

3、0 3+000 18248+0007+000 288932240.889m21.012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+0

4、002.62100.002.87286.70100.002.54254.000+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+1002.192+4001.35100.003.06305.60100.001.15115.001+2003.922+5000.95100.002.73272.90100.001.21120.501+3001.542+6

5、001.46100.001.47146.50200.001.36272.001+4001.392+8001.26100.001.82181.60100.001.29128.501+5002.242+9001.31100.001.64163.60續(xù)表:樁號間距L(m)土方開挖AA 1V(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+4001.45200.002.374

6、73.003+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

7、+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+5002.75100.002.07206.505+6001.38續(xù)表: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+000

8、1.04100.001.14113.506+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+5615.0439.004.19163.376+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.

9、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+6000.87100.001.15114.507+7001.42100.002.64264.007+8003.86100.003.34333.607+9002.81100.004.33432.608+0005.84工程量18372

10、.49堤身土方開挖總量為：18372ml.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（m）A -開挖斷面面積（m2）n-結(jié)構(gòu)個數(shù)V-開挖方量 （m3）計算斷面如下:涵洞斷面：4.484m23076 A=4.484 m , L= 11.5 m,n=35V=1806 m3集水井斷面5.5m225602A=5.5 m， L=2.3 m,n=11V=139 m3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（m2）V-開挖方量（m3）計算斷面如下:7.339m225002A=7.339 m , L= 3800mV=27887

11、 m32.1.4 土方開挖計算結(jié)果匯總土方開挖量為：48204 m2.2 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（m）A 1、A2 -迎水面、背水面回填斷面面積（m2）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=8081m,V=2075 m32.3堤身填筑量計算計算公式為：V=(A1+A2)* (L2-L1)/2 ,L1、L2-前、后里程 （m）A1、A2-前、后里程對應(yīng)斷面填筑面積（m2）V-前、后里程間的填筑方量（m3）計算斷面如下（部分）

12、：0780°0.774m22+0001000P0.100m23+000116004+00013332.555m20.167m25+00090001.250m26+00048002.958m27+10061007+70084000.630m21.780m2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+6000.00100.00

13、0.000.000+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+0000.101

14、00.000.077.002+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(m3)2+7000.00100.000.5959.35100.000.9998.604+0000.172+8001.97100.000.088.35100.001.61160.804+1000.002+90

15、01.24100.000.3231.90100.001.90189.954+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+2803.62100.003.00299.95120.003.84460.864+6006.003+4004.06100.005.68567.95100.002.03203.004+7005.363+5000

16、.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+9001.02963Z0L獸割工000008+Z00686800000L8ZLOOZ+Z0SS8LZ2V0000L98'L009+Z90初陀J0000L290009+ZQZV0000L88'LOOt

17、+Z01/九乙VLZ0000L09Cooe+zQZZZVZVZ00002£90OOL+Z09'LCSCO0000L000ooo+z00000000002000008+9QZVVH00000Leso00Z+966"zeo00如290L99+9969192000 J9000009+900000000002£山)/VV(iu)-|UfeJ000ooe+999C6>600000 LZ8L002+999C6>600000 L00000X906如8k 10000 L96N000+906如8k 10000 L000006+990ZSSZSS0000 L008

18、+999'8£26CS0000 Leso00Z+9060140000 L66 J009+991/66 乙66N0000 L00>009+908SL9£1/90000 L9乙9OOt+906冊6X0000 LSZSOOE+99SZ9LZ9L0000 L£90002+906CH忖J0000 L£山)/VV3)1UfeJ堤身填筑方總量為：10746m32.4 M7.5漿砌石計算湖堤迎水面漿砌石護坡計算計算公式為：V=(A1+A2)* (L2-L1)/2 ,L1、L2-前、后里程 （m）A1、A2-前、后里程對應(yīng)斷面漿砌石面積(m2)V-前、后里程

19、間的漿砌石方量（m3）計算斷面如下（部分）：1+1001900 1:2 0.550m2 4+0005002+0003+00050012000.20m20.46m25+0006+00020002400 -1：0.818m27+0001726卞20.696m2十20.818m28+000500合0.20m21:20.997m2（M±M）樁號間距L(m)護面漿砌石AA 'V(m3)0+0000.20200.000.2040.000+2000.20100.000.2121.200+3000.22100.000.4241.800+4000.61100.000.6060.150+5000

20、.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續(xù)表:樁號間距L(m)護面漿砌石AAV(m3)100.000.5555.001+6000.55100.000.5555.001+7000.551UU.UU0.5

21、555.001+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樁號間距L(m)護面漿砌石AA 、V(m3)3+0000.4

22、641.000.3313.533+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+1000.20100.000.2020.004+2000.20100.000.3837.5

23、0樁號間距L(m)護面漿砌石AA 1V(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+4000.97100.000.8080.255+5000.64100

24、.000.6564.805+6000.66100.000.4342.855+7000.20續(xù)表:樁號間距L(m)護面漿砌石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+5000.2061.000.3822.886+5610.5539.000.3814.636+60

25、00.20100.000.3837.506+7000.5541.000.5522.556+7410.5559.000.5129.806+8000.46100.000.5150.50樁號間距護面漿砌石L(m)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+5000.55100.000.5555.007+6000.55100.000.5656.

26、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：3943m5242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 （m）A -漿砌石襯砌斷面面積（m2）V-漿砌石方量 （m3）0.4496m2計算斷面如下:A=0.4496 m2， L= 8081m，襯砌厚度 30cmV=3633 m3湖堤局部漿砌石整治方量計算湖堤局部漿砌石整治方量初步估計為：34 m32.4

27、.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，L1、L2-前、后里程 （m）A1、A2-前、后里程對應(yīng)拋填塊石面積（m2）V-前、后里程間的拋填塊石方量（m3）計算斷面如下（部分）：09012書基工690009+209012£90000017217000L+乙（£UJ）AVV(亦UfeJ1aw80009 k009+27WPJ7.g乙144丄HzZ+9299208S+£/學(xué)go098 k009+2HzOZ乙0乙009+kozn008+0O£'17£L書

28、基工£1009Z+I，099£1/00009£1/0OOZ+L9661709000001280009+L99091900000117£O009+1，022117£O000917£O0射+L（£UJ）AyV（LU）-|awUfeJsizes書基工£90092+1，9£'9S£900009£90002+1，01717917900000199000屮09928£000002070006+0960££000001葩0008+098'17£

29、9£000001820OOZ+Ooi/m8200009820099+0（£UJ）?yV3)1UfeJaw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+7000.49

30、41.000.6024.786+7410.72159.000.5588.096+9000.39工程量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工程量266.65拋填塊石方量 V=237.15 m3+134.30 m3+210.60 mf+707.72 m3+88.05 m3+237.21 m5+266.65 m3=1882 m32.6泥結(jié)石路面計算計算公式為：V=(C1+C2)* (

31、L2-L1)/2 ,L1、L2-前、后里程 （m）C1、C2-前、后里程對應(yīng)路面寬度F-前、后里程間的泥結(jié)石路面面積計算斷面如下（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：(m)(m2)2+0004.900m路 面4+0007.100m路 面6+0004.800m路 面8+0008.800m路 面樁號間距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+40

32、014.60100.0010.051005.000+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+5005.40續(xù)表:樁號間距L(m)泥結(jié)石路面C(m)C F(m2)100.006.45645.

33、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+5008.60100.008.25825.002+6007.90200.008.401680.002+8008.90100.007.3

34、0730.002+9005.70100.008.65865.00樁號間距L(m)泥結(jié)石路面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-