2002水利部概算表模板

1、表2.101 主體工程主要工程量匯總表,編號(hào), 工程或費(fèi)用名稱,土方(m3),土方開(kāi)挖(m3),石方(m3),土方填筑(m3),砌石(m3),砼(m3),鋼筋制安(t),第一部分 建筑工程,303476.6 ,187415.3 ,55027.3 ,116061.3 ,82204.1 ,36298.0 ,237.1 一,干渠防滲工程,82258.7 ,53070.1 ,24702.8 ,29188.6 ,21096.2 ,20390.5 ,0.0 (一),右干渠渠段防滲襯砌,68979.0 ,44502.5,19562.2,24476.5,17210.5,17422.1,0.0 1,右干渠渠段防

2、滲襯砌(0+0000+120,L=120）,317.9 ,205.1,123.1,112.8,52.2,89.3,0.0 2,右干渠渠段防滲襯砌(0+1801+000,L=820）,2172.3 ,1401.5,840.9,770.8,356.4,610.2,0.0 3,右干渠渠段防滲襯砌(1+0001+818,L=818）,2159.2 ,1393.0,835.8,766.2,354.2,606.5,0.0 4,右干渠渠段防滲襯砌(3+8204+800,L=980）,2567.9 ,1656.7,994.0,911.2,421.2,721.3,0.0 5,右干渠渠段防滲襯砌(4+8005+0

3、20,L=220）,567.0 ,365.8,219.5,201.2,93.0,159.3,0.0 6,右干渠渠段防滲襯砌(5+0845+240,L=156）,402.1 ,259.4,155.7,142.7,66.0,112.9,0.0 7,右干渠渠段防滲襯砌(5+2407+350,L=2110）,5438.6 ,3508.8,2105.3,1929.8,892.2,1527.7,0.0 8,右干渠渠段防滲襯砌(9+2709+989,L=719）,2281.4 ,1471.9,0.0 ,809.5,1005.0,172.6,0.0 9,右干渠渠段防滲襯砌(11+41011+602,L=192

4、）,603.0 ,389.0,0.0 ,214.0,265.2,46.1,0.0 10,右干渠渠段防滲襯砌(11+65412+000,L=346）,743.7 ,479.8,287.9,263.9,141.5,242.3,0.0 11,右干渠渠段防滲襯砌(12+00012+150,L=150）,319.2 ,205.9,123.6,113.3,60.7,104.0,0.0 12,右干渠渠段防滲襯砌(12+69015+887,L=3197）,6803.6 ,4389.4,2633.7,2414.2,1294.7,2216.9,0.0 13,右干渠渠段防滲襯砌(15+89316+700,L=807

5、）,2502.2 ,1614.3,0.0 ,887.9,1097.7,193.7,0.0 14,右干渠渠段防滲襯砌(17+40019+276,L=1876）,3930.7 ,2535.9,1521.6,1394.8,748.0,1280.8,0.0 15,右干渠渠段防滲襯砌(19+27620+350,L=1074）,2225.6 ,1435.9,861.5,789.7,423.5,725.2,0.0 16,右干渠渠段防滲襯砌(20+54322+540,L=1997）,4138.4 ,2669.9,1601.9,1468.5,787.5,1348.4,0.0 17,右干渠渠段防滲襯砌(22+54

6、023+900,L=1360）,4048.4 ,2611.9,0.0 ,1436.5,1784.8,304.6,0.0 18,右干渠渠段防滲襯砌(24+84425+360,L=516）,1496.8 ,965.7,0.0 ,531.1,657.0,115.6,0.0 19,右干渠渠段防滲襯砌(25+44025+526,L=86）,171.1 ,110.4,66.2,60.7,32.6,55.8,0.0 20,右干渠渠段防滲襯砌(25+77726+050,L=273）,543.3 ,350.5,210.3,192.8,103.4,177.1,0.0 21,右干渠渠段防滲襯砌(26+05026+0

7、60,L=10）,19.7 ,12.7,0.0,7.0,3.7,6.4,0.0 22,右干渠渠段防滲襯砌(26+17026+770,L=600）,1159.2 ,747.9,448.7,411.3,220.6,377.7,0.0 23,右干渠渠段防滲襯砌(26+77026+960,L=190）,363.0 ,234.2,140.5,128.8,69.1,118.3,0.0 24,右干渠渠段防滲襯砌(26+96027+000,L=40）,109.1 ,70.4,0.0 ,38.7,47.3,9.0,0.0 25,右干渠渠段防滲襯砌(28+62028+840,L=220）,538.5 ,347.4

8、,0.0 ,191.1,232.2,45.8,0.0 26,右干渠渠段防滲襯砌(28+89029+600,L=710）,1737.8 ,1121.2,0.0 ,616.6,749.2,147.7,0.0 27,右干渠渠段防滲襯砌(32+22034+270,L=2050）,4800.0 ,3096.8,0.0 ,1703.2,2051.0,426.4,0.0 28,右干渠渠段防滲襯砌(34+27035+050,L=780）,1252.5 ,808.1,484.8,444.4,238.3,408.1,0.0 29,右干渠渠段防滲襯砌(35+05036+000,L=950）,1309.4 ,844.

9、8,506.9,464.6,249.2,426.7,0.0 30,右干渠渠段防滲襯砌(36+00036+414,L=414）,539.7 ,348.2,208.9,191.5,102.7,175.9,0.0 31,右干渠渠段防滲襯砌(36+48636+750,L=264）,344.1 ,222.0,133.2,122.1,65.5,112.2,0.0 32,右干渠渠段防滲襯砌(36+75038+160,L=1410）,1746.1 ,1126.5,675.9,619.6,332.2,568.9,0.0 33,右干渠渠段防滲襯砌(38+16638+470,L=304）,376.5 ,242.9,

10、145.7,133.6,71.6,122.7,0.0 34,右干渠渠段防滲襯砌(38+47038+584,L=114）,148.3 ,95.7,57.4,52.6,28.2,48.3,0.0 35,右干渠渠段防滲襯砌(38+60039+000,L=400）,520.3 ,335.7,201.4,184.6,99.0,169.6,0.0 36,右干渠渠段防滲襯砌(39+00039+320,L=320）,399.0 ,257.4,154.4,141.6,75.9,130.0,0.0 37,右干渠渠段防滲襯砌(39+32040+950,L=1630）,1949.0 ,1257.4,754.4,691

11、.6,370.9,635.0,0.0 38,右干渠渠段防滲襯砌(40+95043+660,L=2710）,3192.8 ,2059.9,1235.9,1132.9,607.6,1040.4,0.0 39,右干渠渠段防滲襯砌(43+66043+800,L=140）,153.0 ,98.7,0.0 ,54.3,29.1,49.8,0.0 40,右干渠渠段防滲襯砌(43+80044+280,L=480）,443.9 ,286.4,171.9,157.5,84.5,144.7,0.0 41,右干渠渠段防滲襯砌(44+28044+780,L=500）,432.5 ,279.0,167.4,153.5,8

12、2.3,140.9,0.0 42,右干渠渠段防滲襯砌(44+78044+970,L=190）,153.2 ,98.8,0.0 ,54.4,29.2,49.9,0.0 43,右干渠渠段防滲襯砌(44+97045+900,L=930）,677.4 ,437.0,262.2,240.4,128.9,220.7,0.0 44,右干渠渠段防滲襯砌(45+90046+700,L=800）,542.7 ,350.1,210.1,192.6,103.3,176.8,0.0 45,右干渠渠段防滲襯砌(46+70048+880,L=2180）,1335.8 ,861.8,517.1,474.0,254.2,435

13、.3,0.0 46,右干渠渠段防滲襯砌(48+88049+540,L=660）,365.7 ,235.9,141.6,129.8,69.6,119.2,0.0 47,右干渠渠段防滲襯砌(49+54050+620,L=1080）,573.6 ,370.1,222.0,203.5,109.2,186.9,0.0 48,右干渠渠段防滲襯砌(51+22051+905,L=685）,363.8 ,234.7,140.8,129.1,69.2,118.5,0.0 (二),左干渠渠段防滲襯砌,13279.7 ,8567.6,5140.6,4712.1,3885.7,2968.4,0.0 1,左干渠渠段防滲襯

14、砌(0+1200+500,L=380）,485.3 ,313.1,187.9,172.2,92.4,158.1,0.0 2,左干渠渠段防滲襯砌(0+5800+910,L=330）,421.5 ,271.9,163.1,149.6,80.2,137.3,0.0 3,左干渠渠段防滲襯砌(0+9101+500,L=590）,748.8 ,483.1,289.9,265.7,142.5,244.0,0.0 4,左干渠渠段防滲襯砌(1+7803+860,L=2080）,2639.9 ,1703.2,1021.9,936.7,502.4,860.2,0.0 5,左干渠渠段防滲襯砌(3+8964+070,L

15、=174）,310.3 ,200.2,120.1,110.1,132.4,27.8,0.0 6,左干渠渠段防滲襯砌(6+5006+836,L=336）,537.5 ,346.8,208.1,190.7,234.4,43.0,0.0 7,左干渠渠段防滲襯砌(6+8467+400,L=554）,613.0 ,395.5,237.3,217.5,116.7,199.7,0.0 8,左干渠渠段防滲襯砌(7+4008+790,L=1390）,1500.3 ,967.9,580.8,532.4,285.5,488.8,0.0 9,左干渠渠段防滲襯砌(8+7909+200,L=410）,595.4 ,384

16、.1,230.5,211.3,274.5,32.8,0.0 10,左干渠渠段防滲襯砌(10+50012+230,L=1730）,2509.6 ,1619.1,971.5,890.5,1156.9,138.4,0.0 11,左干渠渠段防滲襯砌(12+23013+030,L=800）,1116.3 ,720.2,432.1,396.1,524.9,51.2,0.0 12,左干渠渠段防滲襯砌(15+40015+780,L=380）,276.8 ,178.6,107.1,98.2,52.7,90.2,0.0 13,左干渠渠段防滲襯砌(15+78017+770,L=1990）,1318.1 ,850.4

17、,510.2,467.7,250.8,429.5,0.0 14,左干渠渠段防滲襯砌(17+77018+100,L=330）,206.9 ,133.5,80.1,73.4,39.4,67.4,0.0 ,二,干渠除險(xiǎn)加固工程,197771.3 ,116275.0,23255.2,81496.3,46114.4,2834.9,0.0 (一),右干渠渠段除險(xiǎn)加固,156849.0 ,91924.8,18385.2,64924.2,35841.4,2236.8,0.0 1,右干渠塘坑北渠段除險(xiǎn)加固(1+8403+450）,28192.2 ,16501.1,3300.3,11691.1,6425.1,38

18、6.4,0.0 2,右干渠寨背垅渠段除險(xiǎn)加固(7+3509+270）,31696.1 ,18579.6,3715.9,13116.5,7305.0,432.0,0.0 3,右干渠李屋背渠段除險(xiǎn)加固(10+00011+410）,23183.4 ,13584.8,2717.0,9598.6,5326.9,317.3,0.0 4,右干渠千江背渠段除險(xiǎn)加固(16+70017+140）,7177.9 ,4203.0,840.6,2974.9,1639.4,99.0,0.0 5,右干渠鳳形偏渠段除險(xiǎn)加固(23+90024+838）,13828.2 ,8117.5,1623.5,5710.7,3194.6,

19、197.0,0.0 6,右干渠田家背渠段除險(xiǎn)加固(27+00028+620）,22703.4 ,13267.3,2653.5,9436.1,5041.3,340.2,0.0 7,右干渠蛇形渠段除險(xiǎn)加固(29+64028+620）,19498.7 ,11459.8,2292.0,8038.9,4480.5,301.5,0.0 8,右干渠東方渠段除險(xiǎn)加固(31+38232+220）,10569.1 ,6211.7,1242.4,4357.4,2428.6,163.4,0.0 (二),左干渠渠段除險(xiǎn)加固,40922.3 ,24350.2,4870.0,16572.1,10273.0,598.1,0.

20、0 1,左干渠長(zhǎng)嶺渠段除險(xiǎn)加固(4+0704+840）,6815.1 ,4032.9,806.5,2782.2,1611.0,115.5,0.0 2,左干渠榨角塘渠段除險(xiǎn)加固(4+8406+500）,14505.2 ,8574.9,1715.0,5930.3,3397.3,249.0,0.0 3,左干渠蛇形1渠段除險(xiǎn)加固(9+27010+020）,4666.7 ,2788.1,557.6,1878.6,1233.2,56.3,0.0 4,左干渠蛇形2渠段除險(xiǎn)加固(10+03210+500）,2912.1 ,1739.8,348.0,1172.3,769.5,35.1,0.0 5,左干渠三峰寨渠

21、段除險(xiǎn)加固(13+03015+400）,12023.2 ,7214.5,1442.9,4808.7,3262.0,142.2,0.0 ,三,干渠主要渠系建筑物加固改造工程,1454.8 ,983.0,2481.4,471.8,1626.0,1887.0,103.4(一),渡槽工程,1454.8 ,983.0,180.6,471.8,481.0,701.5,82.01,右干渠渡槽工程,611.2 ,413.0,82.6,198.2,275.0,327.0,42.01),魯塘渡槽改建,236.8 ,160.0,32.0,76.8,118.0,132.0,19.02),三星渡槽改建,118.4 ,8

22、0.0,16.0,38.4,120.0,127.0,13.03),長(zhǎng)安分水閘渡槽改建,56.2 ,38.0,7.6,18.2,15.0,36.5,3.04),道南箱涵渡槽改建,199.8 ,135.0,27.0,64.8,22.0,31.5,7.02,左干渠渡槽工程,843.6 ,570.0,98.0,273.6,206.0,374.5,40.01),牛爪渡槽新建,805.1 ,544.0,98.0,261.1,168.0,371.0,40.02),朱家渡槽改造,38.5 ,26.0,0.0 ,12.5,38.0,3.5,0.0 (二),隧洞工程,0.0 ,0.0,2174.0,0.0,959

23、.0,1011.0,21.41,右干渠隧洞工程,0.0 ,0.0,2174.0,0.0,959.0,1011.0,21.41),三星隧洞,0.0 ,0.0,130.0,0.0,317.0,417.0,7.72),五桂隧洞,0.0 ,0.0,84.0,0.0,136.0,112.0,2.23),上泉隧洞,0.0 ,0.0,70.0,0.0,110.0,178.0,1.64),東沙隧洞,0.0 ,0.0,1890.0,0.0,396.0,304.0,9.9(三),暗涵工程,0.0 ,0.0,126.8,0.0,186.0,174.5,0.0 1,右干渠暗涵工程,0.0 ,0.0,126.8,0.0

24、,186.0,174.5,0.0 1),苦蕨嶺暗涵,0.0 ,0.0,63.4,0.0,0.0 ,114.7,0.0 2),九工圩暗涵,0.0 ,0.0,63.4,0.0,186.0,59.8,0.0 ,四,干渠附屬建筑物配套改造工程,727.0 ,727.0,915.0,0.0,2555.0,893.0,52.9(一),涵閘工程,0.0 ,0.0 ,0.0 ,0.0,777.0,317.0,31.71,左干泄洪閘改造9處,0.0 ,0.0 ,0.0 ,0.0,120.0,20.0,2.02,右干泄洪閘改造38處,0.0 ,0.0 ,0.0 ,0.0,570.0,228.0,22.83,分水閘

25、2處,0.0 ,0.0 ,0.0 ,0.0,87.0,69.0,6.9(二),渠下涵工程,630.0 ,630.0,915.0,0.0,996.0,275.0,11.61,左干渠下涵改造60處(240m),165.0 ,165.0,165.0,0.0,186.0,50.0,4.32,渠下涵180處(1080m),465.0 ,465.0,750.0,0.0,810.0,225.0,7.3(三),農(nóng)橋54座,97.0 ,97.0,0.0 ,0.0,648.0,157.0,6.0(四),人行便橋64座,0.0 ,0.0,0.0 ,0.0,134.0,144.0,3.6,五,支渠配套改造工程,20764.8 ,15860.2,3672.9,4904.6,10362.5,10292.6,80.8(一),支渠整險(xiǎn)與襯砌工程,20474.8 ,15570.2,3113.9,4904.6,9907.5,8416.6,0.0 1,大村支渠,3456.0 ,2628.1,525.6,827.9,1695.0,