堤防工程工程量计算书

1、标准目录1计算说明12分项工程量计算12. 1 土方开挖计算12.2 土方回填计算623堤身填筑量计算72. 4 M7. 5浆砌石计算1125抛填块石计算152. 6泥结石路而计算1727草皮护坡计算222. 8 C25素混凝土方量计算262.9 C25钢筋混凝土方量、钢筋量计算262. 10防渗粘土量计算283工程量计算结果汇总28文案1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 IV级，工程量计算按照水利水电工程设计工程量计算规定SL328-2005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规定SL328-2005中表1. 0.4取

2、用，工程量 计算方法釆用断面平均法。2分项工程量计算2.1 土方开挖计算2. 1.1堤身土方开挖计算计算公式为:V=（A1+A2）* （L2-LD/2,LI、L2-前、后里程（m）Al、A2-前、后里程对应断面开挖面积（mJV-前.后里程间的开挖方量（mJ计算断面如下（部分）：ZTjymz1+1009100>1.887m22+0005500J8240. 735m23+000170018240-640m20.735m23. 624m24+00079000. 735m26+000I?!300 5+°00 宓40. 948m20. 735m217190. 460m20. 579m28

3、+00094005.840m27+000 288932240. 889m21.015m2计算表格如下:标准桩号间距 L(m)土方开挖AA“(m3)0+2003.49100.002. 75274. 500+3002. 00100.001.83183.000+4001.66100. 001.58157. 500+5001.49100. 002.48248. 200+6003.47100.002. 87286. 700+7002. 26100. 002. 35235.000+8002.44100. 003. 52352. 000+9004.60200. 003.40679.401+1002.1910

4、0. 003. 06305. 601+2003.92100. 002. 73272.901+3001.54100.001.47146. 501+4001. 39100. 001.82181.601+5002. 24100. 001.64163. 60续表:桩号间距 L(m)土方开挖AAW (m3)1+6001.03100. 003. 57356. 701+7006.10100. 003. 76375. 701+8001.41100. 002.14213.901+9002. 87100. 002. 74274.402+0002. 62100. 002. 54254. 002+1002.46100

5、. 003.99398. 702+2005. 51100. 003.46346. 202+300100. 001.3813&002+4001.35100. 001.15115.002+5000.95100. 001.21120. 502+6001.46200. 001.36272. 002+8001.26100. 001.29128.502+9001.31桩号间距土方开挖L(m)AAV (m3)100. 001.35134. 503+0001.3841.001.5864. 783+0411.7859.001.4384. 083+1001.07100. 000.8585. 253+200

6、0.6480. 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续表:文案桩号间距土方开挖L(m)AAV (m3)100. 001.27126.504+3001.23100.

7、 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. 00'42141.505+1001.15100.001.29129.005+2001.43100. 001.46146. 005+3001.49100. 001.44144. 005+4001.39100. 002. 07207. 005+5002. 75100. 002.

8、 07206. 505+6001.38桩号间距土方开挖L(m)AAV(m3)100. 001.30129.505+7001.21100. 001.45145. 005+8001.69200.001.37273. 006+000'04100.001.14113. 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+56

9、15.0439.004.19163. 376+6003. 34100.002.69268. 906+7002.0441.003. 63148. 896+7415. 22桩号间距土方开挖L(m)AA"(m3)59.006.62390. 796+800&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.

10、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标准堤身土方开挖总量为：18372m3.2. 1. 2涵洞、集水井土石方开挖计算计算公式为：V=A* L*n,L -开挖断面长度（m）A -开挖断面面积（mJ n-结构个数V-开挖方量（n?）计算断面如下：涵洞断面:4. 484m2.3076 一954A二4. 484 m

11、, L二 11.5 m, n35V=1806 m3 集水井断面5. 5m2i2560iOTT VA=5 5 m, L=2 3 m> n11V=139 m32. 1. 3防渗处理土方开挖计算计算公式为：V=A* L,L -防渗处理长度（m）A -开挖断面面积（m）V-开挖方量（mJ计算断面如下:7. 339m2文案o、6CO2500V=27887 m3A=7. 339 m 、 L二 3800m2. 1. 4 土方开挖计算结果汇总土方开挖量为：48204 m32. 2 土方回填计算计算公式为:V=A1* L1+ A2* L2,L 1、L2-迎水面、背水面回填段长度（m）A 1、A2-迎水面、

12、背水面回填断面面积（m'）V-开挖方量（m）计算断面如下：0. 125m2 0. 18m2viiy1Al二0. 125 m2, A2= 0. 18m:, LI二4963m, L2二8081m,V=2075 m32. 3堤身填筑量计算计算公式为:V=（A1+A2）* （L2-Ll）/2,LI、L2-前、后里程（m）Al、A2-前、后里程对应断面填筑面积（m'）V-前.后里程间的填筑方量（mJ 计算断面如下（部分）：0+80077000.774m22+00010000. 1 00m23+000116004+0002. 555m213330. 167m25+0009000才£

13、;1.250m26+00048007+1006100 才2. 958m27+70084000. 630m2计算表格如下：（见下页）1.780m2桩号间距堤身填筑L(m)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+7000. 00100. 000. 3938. 700+8000. 77100. 0

14、00.6665. 700+9000.54100. 000. 2727. 001+0000. 00200. 000. 000. 001+2000. 00100. 001.70170. 251+3003.41100. 002.01200. 75桩号间距堤身填筑L(m)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. 002+1000. 04

15、100.000. 022.002+2000. 00100.000.9696. 002+300r 92100.001.18118. 402+4000.45100.000. 7170. 902+5000. 97100.001.76176. 252+6002.56100.001 28127. 75续表:桩号间距堤身填筑L(m)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.

16、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桩号间距 L(m)堤身填筑AAV(m3)100. 000.5959. 354+0000. 17100. 000.088. 354+1000. 00100. 000. 3231.904+2000

17、.64100. 001.47147. 254+3002.31100. 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桩号间距堤身填筑L(m)AAV(m3)100. 001.14113.905+2000.63100. 001.6

18、7167. 255+3002. 72100. 004 49448.905+4006. 26100.005.13512.805+5004. 00100. 002.99299.155+6001.99100. 00110.905+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桩号间距堤身填筑L(m)AAV(m3)2

19、00. 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+7001.78100.000.8989.007+8000

20、.00工程量10745.96续表:堤身填筑方总量为：10746m32. 4 M7. 5浆砌石计算 2. 4.1湖堤迎水面浆砌石护坡计算计算公式为:V=（A1+A2）* （L2-LD/2,Ll、L2-前、后里程（m）Al、A2-前、后里程对应断面浆砌石面积V-前、后里程间的浆砌石方量（n?） 计算断面如下（部分）：1 + 10019000. 550m22+000500。氛24+00025000. 818m25+00020000. 818m23+00012000. 46m26+0002400Z0. 997m27+00017260. 696m28+000500 合0. 20m2讣算表格如下:（见下页

21、）桩号间距L(m)护面浆砌石A"m3)0+0000. 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.

22、5151.351+3000. 48100.000.5049.851+4000. 52100.000. 5453.501+5000. 55桩号间距L(m)护面浆砌石A/ (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. 55

23、100.000. 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续表:桩号间距 L(m)护面浆砌石A/ (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. 5363.60

24、3+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. 50桩号间距L(m)护面浆砌石AV (m3)4+3000. 55100. 000.6766. 704+4000. 78200.000. 76151.304+6000. 73

25、100. 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. 000.6564.805+6000.66100. 000.4342.855+7000. 20续表:桩号间距 L(m)

26、护面浆砌石A/ (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+6000. 20100. 000. 3837. 506+7000.5

27、541.000. 5522. 556+7410.5559. 000. 5129. 806+8000.46100. 000. 5150. 50桩号间距 L(m)护面浆砌石A/(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. 207+7000.5710

28、0.000.5656. 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：3943m32. 4. 2沿湖堤浆砌石排水沟方量计算计算公式为：V=A* L,L -排水沟总长度（m）A -浆砌石衬砌断面面积（m）V-浆砌石方量（mJ0. 4496m2V=3633 m3计算断面如下:A二0.4496L= 8081m,衬砌厚度 30cm2. 4. 3湖堤局部浆砌石整治方量计算湖堤局部浆砌石整治方量初步佔计为：34 m32. 4. 4

29、M7. 5浆砌石方量汇总M7.5浆砌石方量为:7610m32. 5抛填块石计算计算公式为:V=（A1+A2）* （L2-LD/2,Lis L2-前、后里程（m）Al、A2-前、后里程对应抛填块石面积（m）V-前、后里程间的抛填块石方量（mJ 计算断面如下（部分）：0+80014300. 4T§J?i21+6002027z jr0.86922+50018500.587m23+2802557才 才X 72. 779m26+74111250.722m27+60015000. 825m2计算表格如下:（见下页）桩号间距 L(m)抛石AA心3)0+6500. 2850. 000. 2814.

30、100+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

31、距 L(m)抛石AAV (m3)2+1000. 47400.000. 53210. 602+5000. 59工程量210. 60桩号1抛石AAV (m3)3+1504. 4750.004.47223.353+2004.4780. 003. 62289.843+2802. 7870.002. 78194.533+3502. 78TO707. 72桩号间距 L(m)抛石AAV(m3)4+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.

32、 4765. 266+7000. 4941.000. 6024. 786+7410. 72159. 000. 5588.096+9000. 39工駐237. 21桩号抛石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工駐266. 65抛填块石方量 V二237. 15 m3+134. 30 m3+210. 60 m3+707. 72 m3+88. 05 m3+237. 21 m3 +266. 6

33、5 m3=1882 m32. 6泥结石路面计算计算公式为:V=（C1+C2）* （L2-Ll）/2,LI、L2-前、后里程（m）Cl、C2-前、后里程对应路面宽度（m）F-前、后里程间的泥结石路面面积（mJ计算断面如下（部分）：1+1008. 500m路面3+00011.600m路面5+0009. 000m路面7+00012. 200m路面2+0004. 900m路面4+0007. 100m路面6+0004. 800m路面8+0008. 800m路面计算表格如下：标准桩号间距 L(m)泥结石路面C(m)C:(m2)0+0005. 60200. 005. 601120. 000+2005. 60

34、100. 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. 50

35、750. 001+4005. 60100. 005. 50550. 001+5005. 40桩号间距 L(m)泥结石路面C(m)C:(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.

36、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. 00& 65865.00续表:文案标准桩号间距 L(m)泥结石路面C(m)C7 (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. 8