某堤防工程工程量計(jì)算書(shū)

1、精品文檔目 錄1 計(jì)算說(shuō)明12 分項(xiàng)工程量計(jì)算12.1土方開(kāi)挖計(jì)算12.2土方回填計(jì)算62.3堤身填筑量計(jì)算62.4 M7.5漿砌石計(jì)算 .102.5拋填塊石計(jì)算142.6泥結(jié)石路面計(jì)算162.7草皮護(hù)坡計(jì)算202.8 C25 素混凝土方量計(jì)算.242.9 C25 鋼筋混凝土方量、鋼筋量計(jì)算242.10防滲粘土量計(jì)算263 工程量計(jì)算結(jié)果匯總26。1歡迎下載精品文檔1 計(jì)算說(shuō)明本計(jì)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(jì)算，工程等級(jí)為級(jí)，工程量計(jì)算按照水利水電工程設(shè)計(jì)工程量計(jì)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(jì)工程量計(jì)算規(guī)定 SL328

2、-2005 中表 1.0.4 取用，工程量計(jì)算方法采用斷面平均法。2 分項(xiàng)工程量計(jì)算2.1土方開(kāi)挖計(jì)算2.1.1堤身土方開(kāi)挖計(jì)算計(jì)算公式為： V=(A1+A2)* (L2-L1)/2，L1、L2- 前、后里程 （ m）2A1、A2-前、后里程對(duì)應(yīng)斷面開(kāi)挖面積（m）V-前、后里程間的開(kāi)挖方量3（m）計(jì)算斷面如下（部分）：1+1002+00055001824910014242.194m21.887m20.735m23+0004+0001700182479000.640m20.735m23.624m20.735m25+0001300182417196+00017270.948m20.735m20.4

3、60m20.579m27+0008+0002889322494000.889m21.015m25.840m2。1歡迎下載精品文檔計(jì)算表格如下：樁號(hào)0+2000+3000+4000+5000+6000+7000+8000+9001+1001+2001+3001+4001+500續(xù)表：間距土方開(kāi)挖L(m)AAV(m3)3.49100.002.75274.502.00100.001.83183.001.66100.001.58157.501.49100.002.48248.203.47100.002.87286.702.26100.002.35235.002.44100.003.52352.004.

4、60200.003.40679.402.19100.003.06305.603.92100.002.73272.901.54100.001.47146.501.39100.001.82181.602.24100.001.64163.60樁號(hào)1+6001+7001+8001+9002+0002+1002+2002+3002+4002+5002+6002+8002+900間距土方開(kāi)挖L(m)AAV(m3)1.03100.003.57356.706.10100.003.76375.701.41100.002.14213.902.87100.002.74274.402.62100.002.54254.

5、002.46100.003.99398.705.51100.003.46346.201.41100.001.38138.001.35100.001.15115.000.95100.001.21120.501.46200.001.36272.001.26100.001.29128.501.31。2歡迎下載精品文檔樁號(hào)3+0003+0413+1003+2003+2803+4003+6003+7003+8003+9004+0004+1004+200續(xù)表：間距土方開(kāi)挖L(m)AA樁號(hào)V(m3)100.001.35134.501.384+30041.001.5864.781.784+40059.001.

6、4384.081.074+600100.000.8585.250.644+70080.000.6753.800.714+800120.001.08129.601.454+900200.002.37473.003.285+000100.002.28227.501.275+100100.001.41140.501.545+200100.001.47146.501.395+300100.002.88287.504.365+400100.003.45344.952.545+500100.001.92191.951.305+600間距土方開(kāi)挖L(m)AAV(m3)100.001.27126.501.23

7、100.001.33133.001.43200.001.54307.001.64100.002.31230.502.97100.002.19219.001.41100.001.10109.500.78100.001.23123.001.68100.001.42141.501.15100.001.29129.001.43100.001.46146.001.49100.001.44144.001.39100.002.07207.002.75100.002.07206.501.38。3歡迎下載精品文檔樁號(hào)間距土方開(kāi)挖L(m)AAV(m3)100.001.30129.505+7001.21100.00

8、1.45145.005+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+5615.0439.004.19163.376+6003.34100.002.69268.906+7002.0441.003.63148.896+7415.223堤身土方開(kāi)挖總量為

9、： 18372m.間距樁號(hào)L(m)59.006+800100.006+900100.007+000100.007+100100.007+200100.007+300100.007+400100.007+500100.007+600100.007+700100.007+800100.007+900100.008+000工程量土方開(kāi)挖AAV(m3)6.62390.798.025.73573.303.442.67267.101.902.93292.503.954.76475.955.573.57356.951.571.52151.501.461.91190.502.351.61161.000.871

10、.15114.501.422.64264.003.863.34333.602.814.33432.605.8418372.49。4歡迎下載精品文檔2.1.2涵洞、集水井土石方開(kāi)挖計(jì)算計(jì)算公式為： V=A* L*n ，L 開(kāi)挖斷面長(zhǎng)度 （m）2A -開(kāi)挖斷面面積（m）n-結(jié)構(gòu)個(gè)數(shù)3V-開(kāi)挖方量（m）計(jì)算斷面如下：涵洞斷面：4.484m230769543V=1806 m 集水井?dāng)嗝?601A=4.484 m 2，L= 11.5 m,n=355.5m22560V=139 m39412A=5.5 m 2 ，L=2.3 m,n=112.1.3防滲處理土方開(kāi)挖計(jì)算計(jì)算公式為： V=A* L，L 防滲處理長(zhǎng)

11、度 （m）2A -開(kāi)挖斷面面積（m）3V-開(kāi)挖方量（m）計(jì)算斷面如下：7.339m209322500A=7.339 m 2，L= 3800m3V=27887 m2.1.4土方開(kāi)挖計(jì)算結(jié)果匯總土方開(kāi)挖量為： 48204 m3。5歡迎下載精品文檔2.2土方回填計(jì)算計(jì)算公式為： V=A1* L1+ A2* L2 ，L 1、 L2迎水面、背水面回填段長(zhǎng)度（m）A 1、 A2迎水面、背水面回填斷面面積2（m）V-3開(kāi)挖方量 （m）計(jì)算斷面如下：0.125m20.18m2A1=0.125 m 2 ，A2= 0.18m2， L1=4963m， L2=8081m，3V=2075 m2.3堤身填筑量計(jì)算計(jì)算公式

12、為： V=(A1+A2)* (L2-L1)/2，L1、L2- 前、后里程 （ m）2A1、A2-前、后里程對(duì)應(yīng)斷面填筑面積（m）V-前、后里程間的填筑方量3（m）計(jì)算斷面如下（部分）：0+8002+000770010000.774m20.100m23+0004+0001160013332.555m20.167m25+0006+000900048001.250m22.958m27+1007+700610084000.630m21.780m2計(jì)算表格如下：（見(jiàn)下頁(yè)）。6歡迎下載樁號(hào)0+1000+2000+3000+4000+5000+6000+7000+8000+9001+0001+2001+30

13、0精品文檔間距堤身填筑L(m)AA樁號(hào)V(m3)0.001+400100.000.2928.900.581+500100.000.7272.000.861+700100.001.17117.401.491+800100.001.67166.951.851+900100.000.9392.650.002+000100.000.000.000.002+100100.000.3938.700.772+200100.000.6665.700.542+300100.000.2727.000.002+400200.000.000.000.002+500100.001.70170.253.412+60010

14、0.002.01200.75間距堤身填筑L(m)AAV(m3)0.61100.000.3130.500.00200.000.000.000.00100.000.5757.001.14100.000.5757.000.00100.000.055.000.10100.000.077.000.04100.000.022.000.00100.000.9696.001.92100.001.18118.400.45100.000.7170.900.97100.001.76176.252.56100.001.28127.75。7歡迎下載精品文檔續(xù)表：樁號(hào)間距堤身填筑樁號(hào)L(m)AAV(m3)2+7000.0

15、0100.000.9998.604+0002+8001.97100.001.61160.804+1002+9001.24100.001.90189.954+2003+0002.56100.001.61161.304+3003+1000.67100.002.52251.704+4003+2004.3680.003.99319.364+5003+2803.62120.003.84460.864+6003+4004.06100.002.03203.004+7003+5000.00100.000.000.004+8003+6000.00100.000.6565.004+9003+7001.30100.

16、002.89288.505+0003+8004.47100.002.75274.505+1003+9001.02間距堤身填筑L(m)AAV(m3)100.000.5959.350.17100.000.088.350.00100.000.3231.900.64100.001.47147.252.31100.003.80380.355.30100.002.65265.000.00100.003.00299.956.00100.005.68567.955.36100.003.90389.502.43100.001.90189.501.36100.001.31130.501.25100.001.451

17、45.001.65。8歡迎下載精品文檔續(xù)表：樁號(hào)5+2005+3005+4005+5005+6005+7005+8005+9006+0006+1006+2006+300間距堤身填筑L(m)AA樁號(hào)V(m3)100.001.14113.900.636+500100.001.67167.252.726+561100.004.49448.906.266+700100.005.13512.804.006+800100.002.99299.151.997+000100.001.11110.900.237+100100.002.39238.554.547+300100.002.27227.050.007+

18、400100.001.48147.902.967+500100.001.48147.900.007+600100.000.9493.651.877+700100.000.9493.650.007+800工程量間距堤身填筑L(m)AAV(m3)200.000.000.000.0061.000.2615.950.52139.000.3751.990.23100.000.1111.250.00200.000.000.000.00100.000.3231.500.63200.002.12423.203.60100.002.74274.101.88100.001.25124.850.62100.001.

19、24124.051.86100.001.82182.201.78100.000.8989.000.0010745.96。9歡迎下載精品文檔3堤身填筑方總量為： 10746m2.4 M7.5漿砌石計(jì)算2.4.1湖堤迎水面漿砌石護(hù)坡計(jì)算計(jì)算公式為： V=(A1+A2)* (L2-L1)/2 ，L1、L2- 前、后里程 （ m）2A1、A2-前、后里程對(duì)應(yīng)斷面漿砌石面積（m）V-前、后里程間的漿砌石方量3（m）計(jì)算斷面如下（部分）：1+10019002+0005001: 20.550m20.20m24+0005+000250020001:21:20.818m20.818m27+0008+000172

20、65001: 20.696m20.20m2計(jì)算表格如下：（見(jiàn)下頁(yè)）3+00012000.46m26+00024001: 20.997m2。10歡迎下載精品文檔樁號(hào)0+0000+2000+3000+4000+5000+6000+7000+8000+9001+1001+2001+3001+4001+500間距護(hù)面漿砌石L(m)AAV(m3)0.20200.000.2040.000.20100.000.2121.200.22100.000.4241.800.61100.000.6060.150.59100.000.4039.550.20100.000.3837.500.55100.000.5555.

21、000.55100.000.5555.000.55200.000.55110.000.55100.000.5555.000.55100.000.5151.350.48100.000.5049.850.52100.000.5453.500.55樁號(hào)1+6001+7001+8001+9002+0002+1002+2002+3002+4002+5002+6002+8002+900間距護(hù)面漿砌石L(m)AAV(m3)100.000.5555.000.55100.000.5555.000.55100.000.5555.000.55100.000.3837.500.20100.000.2020.000.2

22、0100.000.3837.500.55100.000.3837.500.20100.000.3837.500.55100.000.3837.500.20100.000.3837.500.55100.000.4948.550.42200.000.4284.700.43100.000.4444.300.46100.000.4646.00。11歡迎下載精品文檔續(xù)表：樁號(hào)間距護(hù)面漿砌石L(m)AA樁號(hào)V(m3)3+0000.464+30041.000.3313.533+0410.204+40059.000.2011.803+1000.204+600100.000.3837.503+2000.554+

23、70080.000.5544.003+2800.554+800120.000.5363.603+4000.514+900200.000.3671.003+6000.205+000100.000.2020.003+7000.205+100100.000.5555.153+8000.905+200100.000.5555.153+9000.205+300100.000.5150.904+0000.825+400100.000.5150.904+1000.205+500100.000.2020.004+2000.205+600100.000.3837.505+700間距護(hù)面漿砌石L(m)AAV(m3

24、)0.55100.000.6766.700.78200.000.76151.300.73100.000.8686.301.00100.000.7777.350.55100.000.5555.000.55100.000.6868.400.82100.000.5150.900.20100.000.2020.000.20100.000.3333.150.46100.000.7171.450.97100.000.8080.250.64100.000.6564.800.66100.000.4342.850.20。12歡迎下載精品文檔續(xù)表：樁號(hào)5+8006+0006+1006+2006+3006+3326

25、+4006+5006+5616+6006+7006+7416+800間距護(hù)面漿砌石L(m)AAV(m3)100.000.5150.900.82200.000.91181.501.00100.000.6059.850.20100.000.3130.900.42100.000.3130.900.2032.000.3812.000.5568.000.4933.250.43100.000.3131.400.2061.000.3822.880.5539.000.3814.630.20100.000.3837.500.5541.000.5522.550.5559.000.5129.800.46100.00

26、0.5150.50樁號(hào)6+9007+0007+1007+2007+3007+4007+5007+6007+7007+8007+9008+0008+062工程量間距護(hù)面漿砌石L(m)AAV(m3)0.55100.000.6262.300.70100.000.7171.250.73100.000.6463.950.55100.000.5555.000.55100.000.5454.400.54100.000.5454.400.55100.000.5555.000.55100.000.5656.200.57100.000.5656.200.55100.000.5555.000.55100.000.3

27、837.500.2062.000.2012.400.203943.083湖堤迎水面漿砌石護(hù)坡方量為：3943m。13歡迎下載精品文檔2.4.2沿湖堤漿砌石排水溝方量計(jì)算計(jì)算公式為： V=A* L，L排水溝總長(zhǎng)度（m）2A漿砌石襯砌斷面面積（m）3V-漿砌石方量（m）計(jì)算斷面如下：0.4496m2A=0.4496 m 2 ，L= 8081m，襯砌厚度 30cm3V=3633 m2.4.3 湖堤局部漿砌石整治方量計(jì)算湖堤局部漿砌石整治方量初步估計(jì)為：34 m32.4.4 M7.5漿砌石方量匯總3M7.5 漿砌石方量為： 7610m2.5拋填塊石計(jì)算計(jì)算公式為： V=(A1+A2)* (L2-L1)

28、/2，L1、L2- 前、后里程（ m）2A1、A2-前、后里程對(duì)應(yīng)拋填塊石面積（m）3V-前、后里程間的拋填塊石方量（ m）計(jì)算斷面如下（部分）：0+8001+6002+5001430202718500.415m20.869m20.587m23+2806+7417+6002557112515002.779m20.722m20.825m2計(jì)算表格如下：（見(jiàn)下頁(yè)）。14歡迎下載精品文檔樁號(hào)間距拋石樁號(hào)間距拋石L(m)AA V(m3)L(m) AA V(m3)0+6500+7000+8000+9001+1001+2001+250工程量0.2850.000.2814.100.28100.000.353

29、4.850.42100.000.3130.950.20200.000.3876.500.56100.000.5454.400.5350.000.5326.350.53237.151+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(hào)間距拋石L(m)AAV(m3)2+1000.47400.000.53210.602+5000.59工程量210.60樁號(hào)間距拋石樁號(hào)間距拋石L(m) AA V(m3)L(m) AA V(m3)3+

30、1503+2003+2804.4750.004.47223.354.4780.003.62289.842.784+0000.38300.000.2988.054+3000.21工程量88.0570.002.78194.533+3502.78工程量707.72。15歡迎下載精品文檔樁號(hào)間距拋石樁號(hào)間距拋石L(m)AAV(m3)L(m)AAV(m3)6+3320.067+3000.38229.000.2659.08200.000.3365.106+5610.457+5000.27139.000.4765.26100.000.5554.856+7000.497+6000.8341.000.6024.

31、78200.000.4896.106+7410.727+8000.41159.000.5588.09100.000.5150.606+9000.397+9000.61工程量237.21工程量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(jié)石路面計(jì)算計(jì)算公式為： V=(C1+C2)* (L2-L1)/2 ，L1、L2- 前、后里程 （ m）C1、C2-前、后里程對(duì)應(yīng)路面寬度（m）F-前、后里程間的泥結(jié)石路面面積2（m）計(jì)算斷面如下（部分）：1+1002+0008.500m路面4.900m路面3+0004+00011.600m路面7.100m路面5+0006+0009.000m路面4.800m路面7+0008+00012.200m路面8.800m路面。16歡迎下載精品文檔計(jì)算表格如下：樁號(hào)間距泥結(jié)石路面樁號(hào)L(m)C(m) CF(m2)0+0005.60200.005.601120.001+6000+2005.60100.004.75475.001+7000+3003.90100.009.25925.001