成昆隧道工程量計算樣表

1、前前家家山山隧隧道道圍巖級圍巖參考成成昆昆隧隧參參1-51-5， a1a1級級復(fù)復(fù)合合型型成成昆昆隧隧參參3-173-17、 a1a1型型非非絕絕緣緣下下錨錨段段復(fù)復(fù)合合每延米量（W是加寬值）/參考圖紙W=0W=10W=20W=0W=10W=20里程圍巖襯砌長度m開挖一般開挖m(3)控制爆破開挖m(3)機械開挖m(3)初期支護噴混凝土C25噴砼（T2）m(3)C25噴砼（H1）m(3)耐腐蝕劑kg鋼筋網(wǎng)HPB300（!6）kgHPB300（!8）kg錨桿拱部（!22組合中空錨桿L=2.5m）根數(shù)根長度m拱部（!22組合中空錨桿L=3m）根數(shù)根長度m拱部（!22組合中空錨桿L=3.5m）根數(shù)根長

2、度m邊墻（!22砂漿錨桿L=3m）根數(shù)根長度m邊墻（!22砂漿錨桿L=3.5m）根數(shù)根長度m!42系統(tǒng)錨管根數(shù)根長度m水泥漿m(3)定位錨桿（!22砂漿錨桿 L=1m）m格柵鋼架榀數(shù)榀鋼筋kg縱向連接鋼筋!22kg連接用鋼A型角鋼kgB型角鋼kg槽鋼（22a）kg槽鋼（25a）kg槽鋼（28a）kg連接鋼板kg螺栓螺母套初期支護錨桿拱部（!22組合中空錨桿L=3.5m）鎖腳錨桿（L=3m）!22m鎖腳錨桿（L=4m）!22m鎖腳錨管!42m砼墊塊C20砼m(3)I18型鋼鋼架榀數(shù)榀I18工字鋼kg縱向連接鋼筋!22kg連接用鋼A加勁肋kgB加勁肋kg槽鋼（25a）kgA型連接鋼板kgB型連接鋼

3、板kg螺栓螺母套鎖腳錨桿（L=4m）!22kg鎖腳錨管!42m砼墊塊m(3)I20b型鋼鋼架榀數(shù)榀I20b工字鋼kg縱向連接鋼筋!22kg初期支護格柵鋼架連接用鋼A加勁肋kgB加勁肋kg槽鋼（25a）kgA型連接鋼板kgB型連接鋼板kg螺栓螺母套鎖腳錨管（L=4.5m）!42m!76無縫鋼管（壁厚6mm）m砼墊塊m(3)二次襯砌拱墻及仰拱（T2）C30砼m(3)C35鋼筋砼m(3)拱墻及仰拱（H1）C35砼m(3)C35鋼筋砼m(3)仰拱填充C20砼m(3)找平層C20砼m(3)接茬鋼筋HRB400 16kg襯砌鋼筋HRB400kg 22kg 20kg初期支護I20b型鋼鋼架18kg12kgH

4、PB300kg12kg10kg8kg6kg溝槽側(cè)溝溝槽身C30砼（T2）m(3)C30砼（H1）m(3)HPB300kg12kg10kg蓋板C35鋼筋砼m(3)HPB300kg8kg6kg中心水溝溝身C30砼（T2）m(3)C30砼（H1）m(3)C35砼（H2）m(3)二次襯砌襯砌鋼筋C45砼（H3）m(3)蓋板C35鋼筋砼m(3)HPB300kg8kg6kg踏步板C20砼m(3)防排水防水板m(2)無紡布m(2)凸殼式排水板m(2)施工縫拱墻外貼式橡膠止水帶m仰拱外貼式橡膠止水帶m中埋式橡膠止水帶m中埋式鋼邊橡膠止水帶m遇水膨脹止水條m混凝土界面劑m(2)變形縫數(shù)量處拱墻外貼式橡膠止水帶m

5、仰拱外貼式橡膠止水帶m中埋式鋼邊止水帶m溝槽中心水溝溝身聚乙烯泡沫塑料板m(2)聚硫建筑密封膏m縱向盲管（溝）!100雙壁打孔波紋管m環(huán)向盲管（溝）!50雙壁打孔波紋管m無紡布（外裹于波紋管）m(2)橫向排水管!100PVC管m(3)異形彎頭（!100PVC管長1.32m）個踏步內(nèi)過水孔!160PVC管m超前支護!108大管棚!108無縫鋼管（壁厚8mm）長度m重量kg鉆孔!127m導(dǎo)向墻C20砼m(3)孔口管!133（壁厚6mm）kg工字鋼I18kg角鋼6.3/4（d=5mm，l=120mm）kg連接鋼板200*240*16mmkg螺栓/螺母M24*60/M24套鋼筋籠kg注漿水泥漿m(3)

6、防排水變形縫!76中管棚!76無縫鋼管（壁厚6mm）長度m重量kg注漿水泥漿m(3)!42小導(dǎo)管!42鋼花管根數(shù)根長度m重量kg注漿水泥漿m(3)臨時支護三臺階法加臨時仰拱噴砼C25噴砼m(3)鋼筋網(wǎng)!8kgI18工字鋼kg連接用鋼鋼墊板kg鎖腳錨管!42m臨時支護拆除素噴砼m(3)鋼筋網(wǎng)噴砼m(3)鋼架及連接件kg電纜槽及余長腔C35鋼筋砼m(3)HPB300kg粗砂m(3)槽鋼kg超前支護監(jiān)控量測拱頂下沉測點數(shù)個凈空變化測線數(shù)條地表下沉測點數(shù)個站后附屬工程過軌管線開挖m(3)C20混凝土m(3)!100HDPE管m!150HDPE管m接地端子個!16接地鋼筋kg不銹鋼連接線m洞室扶手!42

7、.3mm鍍鋅鋼管（壁厚3.25mm）kg直角接頭個三通接頭個連接鋼板（10mm）kg20錨固鋼筋kg防護門隔墻鋼筋HRB400kgHPB300kgC35鋼筋砼m(3)20植筋（孔深25cm）孔!3mm鋼絲m洞室接地開挖m(3)坑內(nèi)回填專用回填料（參IEA）m(3)電解離子接地極處引接線銅包鋼絞線m備用備用備用備用備用備用備用備用備用備用襯砌后注漿!30PVC管m!30PVC花管m注水泥漿m(3)注漿堵水!108鉆孔m掃孔m!108檢查孔m水泥漿m(3)雙液漿m(3)!127孔口管kg!75鉆孔m!89孔口管kg!79自進式中管棚!79無縫鋼管（壁厚10mm）長度m站后附屬工程重量kg注漿水泥漿

8、m(3)!75泄水孔鉆孔孔數(shù)孔鉆孔m!75PVC管m初支背后補注漿水泥漿m(3)地漏（15cm15cm）個!100橫向透水盲管m備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用!79自進式中管棚!79無縫鋼管（壁厚10mm）成成昆昆隧隧參參3-053-05、 a1a1型型非非絕絕緣緣一一般般錨錨段段復(fù)復(fù)合合成成昆昆隧隧參參1-061-06、b1b1型型絕絕緣緣下下錨錨段段復(fù)復(fù)合合進進口口工工區(qū)區(qū)W=0W=10W=20W=200/1-510/1-520/1-520/1-5D3K520+820-D3K520

9、+920D2K521+300-D2K521+360D2K521+360-D2K521+460D2K521+460-D2K521+560100.0060.00100.00100.00前前家家山山隧隧道道級圍巖20/1-520/1-520/1-520/1-520/1-520/1-520/1-5D2K521+560-D2K521+600D2K521+700-D2K521+800D2K521+800-D2K521+900D2K521+900-D2K522+000D2K522+000-D2K522+100D2K522+100-D2K522+200D2K522+200-D2K522+22140.00100

10、.00100.00100.00100.00100.0021.00前前家家山山隧隧道道級圍巖進進口口工工區(qū)區(qū)20/3-1720/3-520/3-1720/3-520/3-520/3-1720/3-5D2K522+221-D2K522+225D2K522+225-D2K522+230D2K522+230-D2K522+234D2K522+234-D2K522+334D2K522+334-D2K522+371D2K522+371-D2K522+375D2K522+375-D2K522+3804.005.004.00100.0037.004.005.00前前家家山山隧隧道道級圍巖進進口口工工區(qū)區(qū)橫橫洞

11、洞20/3-1720/1-5小計20/1-520/1-510/3-1710/3-5D2K522+380-D2K522+384D2K522+384-D2K522+414D2K522+414-D2K522+514D2K522+514-D2K522+600D2K523+400-D2K523+404D2K523+404-D2K523+4094.0030.001114.00100.0086.004.005.00前前家家山山隧隧道道級圍巖進進口口工工區(qū)區(qū)10/3-1710/3-50/3-50/3-50/3-170/3-50/3-17D2K523+409-D2K523+413D2K523+413-D2K52

12、3+440D2K523+440-D2K523+540D2K523+540-D2K523+550D2K523+550-D2K523+554D2K523+554-D2K523+559D2K523+559-D2K523+5634.0027.00100.0010.004.005.004.00前前家家山山隧隧道道級圍巖橫橫洞洞出出口口0/1-50/1-5小計0/1-50/1-50/1-50/3-5D2K523+563-D2K523+663D2K523+663-D2K523+690D2K523+715-D2K523+815D2K523+815-D2K523+915D2K523+915-D2K524+000

13、D2K524+580-D2K524+663100.0027.00476.00100.00100.0085.0083.00前前家家山山隧隧道道級圍巖橫橫洞洞0/3-170/3-50/3-170/1-510/1-510/1-520/1-5D2K524+663-D2K524+667D2K524+667-D2K524+672D2K524+672-D2K524+676D2K524+676-D2K524+720D2K524+720-D2K524+750D2K524+750-D2K524+840D2K524+840-D2K524+8604.005.004.0044.0030.0090.0020.00前前家家

14、山山隧隧道道級圍巖出出口口20/1-620/1-6小計求和設(shè)計量差量D2K524+970-D2K525+070D2K525+070-D2K525+100100.0030.00695.002285.002285.00前前家家山山隧隧道道級圍巖出出口口級圍巖成成昆昆隧隧參參1-81-8、 a1a1復(fù)復(fù)合合成成昆昆隧隧參參3-203-20， a1a1型型非非絕絕緣緣下下錨錨段段復(fù)復(fù)合合成成昆昆隧隧參參3-83-8， a1a1型型非非絕絕緣緣一一般般錨錨段段復(fù)復(fù)合合成成昆昆隧隧參參1-101-10， b1b1復(fù)復(fù)合合進進口口W=0W=10W=20W=0W=10W=20W=0W=10W=20W=0W=1

15、0W=200/1-8D3K520+720-D3K520+820100.00前前家家山山隧隧道道0/1-80/1-80/3-200/3-80/3-200/3-80/3-810/3-810/3-20D3K520+920-D2K521+020D2K521+020-D2K521+074D2K521+074-D2K521+078D2K521+078-D2K521+083D2K521+083-D2K521+087D2K521+087-D2K521+187D2K521+187-D2K521+220D2K521+220-D2K521+224D2K521+224-D2K521+228100.0054.004.0

16、05.004.00100.0033.004.004.00前前家家山山隧隧道道級圍巖進進口口橫橫洞洞合計合計10/3-810/3-2010/1-820/1-820/1-810/1-80/1-10D2K521+228-D2K521+233D2K521+233-D2K521+237D2K521+237-D2K521+300D2K521+600-D2K521+700D2K522+600-D2K522+700D2K523+340-D2K523+400D2K523+690-D2K523+7005.004.0063.00100.00580.00100.0060.0010.00170.00前前家家山山隧隧道道

17、級圍巖進進口口出出口口0/1-100/1-100/1-80/1-80/1-80/3-200/3-80/3-200/3-8D2K523+700-D2K523+715D2K524+000-D2K524+060D2K524+260-D2K524+360D2K524+360-D2K524+460D2K524+460-D2K524+513D2K524+513-D2K524+517D2K524+517-D2K524+522D2K524+522-D2K524+526D2K524+526-D2K524+58015.0060.00100.00100.0053.004.005.004.0054.00前前家家山山隧

18、隧道道級圍巖級圍巖成成昆昆隧隧參參1-121-12，aa型型復(fù)復(fù)合合合計總計20/1-1020/1-1020/1-10W=0D2K524+860-D2K524+960D2K524+960-D2K524+970D2K525+100-D2K525+160設(shè)計差量100.0010.0060.00565.001315.001315.00前前家家山山隧隧道道級圍巖出出口口成成昆昆隧隧參參1-151-15，bb型型復(fù)復(fù)合合成成昆昆隧隧參參1-161-16，cc型型復(fù)復(fù)合合進進口口W=10W=20W=0W=10W=20W=0W=10W=2010/1-16D3K520+425-D3K520+44015.00前

19、前家家山山隧隧道道級圍巖成成昆昆隧隧參參1-121-12，aa型型復(fù)復(fù)合合橫橫洞洞0/1-160/1-160/1-160/1-120/1-1220/1-1520/1-1520/1-16D3K520+440-D3K520+450D3K520+450-D3K520+520D3K520+520-D3K520+540D3K520+540-D3K520+640D3K520+640-D3K520+720合計D2K522+700-D2K522+780D2K522+780-D2K522+880D2K522+880-D2K522+96410.0070.0020.00100.0080.00295.0080.001

20、00.0084.00前前家家山山隧隧道道級圍巖進進口口出出口口20/1-1520/1-1520/1-1520/1-1510/1-150/1-160/1-1620/1-12D2K522+964-D2K523+064D2K523+064-D2K523+164D2K523+164-D2K523+264D2K523+264-D2K523+300D2K523+300-D2K523+340合計D2K524+060-D2K524+160D2K524+160-D2K524+260D2K525+160-D2K525+200100.00100.00100.0036.0040.00640.00100.00100.0

21、040.00前前家家山山隧隧道道級圍巖橫橫洞洞20/1-1610/1-1610/1-160/1-160/1-160/1-16設(shè)計量D2K525+200-D2K525+240D2K525+240-D2K525+340D2K525+340-D2K525+380D2K525+380-D2K525+480D2K525+480-D2K525+515D2K525+515-D2K525+540合計總計40.00100.0040.00100.0035.0025.00580.001515.001515.00前前家家山山隧隧道道級圍巖出出口口差量前前家家山山隧隧道道級圍巖燈燈桿桿壩壩隧隧道道圍巖級圍巖參考成成昆昆

22、隧隧參參1-51-5， a1a1級級復(fù)復(fù)合合型型每延米量（W是加寬值）/參考圖紙W=0W=10W=200/1-5里程每延米D3K518+860-D3K518+960圍巖襯砌長度m200.00100.00開挖一般開挖m(3)114.2311423.00控制爆破開挖m(3)機械開挖m(3)初期支護噴混凝土C25噴砼（T2）m(3)3.41341.00C25噴砼（H1）m(3)耐腐蝕劑kg鋼筋網(wǎng)HPB300（!6）kg32.493249.00HPB300（!8）kg錨桿拱部（!22組合中空錨桿L=2.5m）根數(shù)根長度m拱部（!22組合中空錨桿L=3m）根數(shù)根10.161016.00長度m30.493

23、049.00拱部（!22組合中空錨桿L=3.5m）根數(shù)根長度m邊墻（!22砂漿錨桿L=3m）根數(shù)根2.95295.00長度m8.86886.00邊墻（!22砂漿錨桿L=3.5m）根數(shù)根長度m!42系統(tǒng)錨管根數(shù)根長度m水泥漿m(3)定位錨桿（!22砂漿錨桿 L=1m）m格柵鋼架榀數(shù)榀鋼筋kg縱向連接鋼筋!22kg連接用鋼A型角鋼kgB型角鋼kg槽鋼（22a）kg槽鋼（25a）kg槽鋼（28a）kg連接鋼板kg螺栓螺母套初期支護錨桿拱部（!22組合中空錨桿L=3.5m）鎖腳錨桿（L=3m）!22m鎖腳錨桿（L=4m）!22m鎖腳錨管!42m砼墊塊C20砼m(3)I18型鋼鋼架榀數(shù)榀I18工字鋼kg

24、縱向連接鋼筋!22kg連接用鋼A加勁肋kgB加勁肋kg槽鋼（25a）kgA型連接鋼板kgB型連接鋼板kg螺栓螺母套鎖腳錨桿（L=4m）!22kg鎖腳錨管!42m砼墊塊m(3)I20b型鋼鋼架榀數(shù)榀I20b工字鋼kg縱向連接鋼筋!22kg初期支護格柵鋼架連接用鋼A加勁肋kgB加勁肋kg槽鋼（25a）kgA型連接鋼板kgB型連接鋼板kg螺栓螺母套鎖腳錨管（L=4.5m）!42m!76無縫鋼管（壁厚6mm）m砼墊塊m(3)二次襯砌拱墻及仰拱（T2）C30砼m(3)15.121512.00C35鋼筋砼m(3)拱墻及仰拱（H1）C35砼m(3)C35鋼筋砼m(3)仰拱填充C20砼m(3)7.93793.

25、00找平層C20砼m(3)接茬鋼筋HRB400 16kg9.47947.00襯砌鋼筋HRB400kg 22kg 20kg初期支護I20b型鋼鋼架18kg12kgHPB300kg12kg10kg8kg6kg溝槽側(cè)溝溝槽身C30砼（T2）m(3)2.14214.00C30砼（H1）m(3)HPB300kg9.10910.0012kg5.40540.2010kg3.70370.20蓋板C35鋼筋砼m(3)0.1313.00HPB300kg10.041004.008kg5.81580.506kg4.23422.50中心水溝溝身C30砼（T2）m(3)0.7676.00C30砼（H1）m(3)C35砼（

26、H2）m(3)二次襯砌襯砌鋼筋C45砼（H3）m(3)蓋板C35鋼筋砼m(3)0.066.00HPB300kg3.97397.008kg2.77276.506kg1.20120.00踏步板C20砼m(3)防排水防水板m(2)24.222422.00無紡布m(2)24.222422.00凸殼式排水板m(2)施工縫拱墻外貼式橡膠止水帶m2.42242.00仰拱外貼式橡膠止水帶m1.36136.00中埋式橡膠止水帶m3.66366.00中埋式鋼邊橡膠止水帶m2.00200.00遇水膨脹止水條m2.07207.00混凝土界面劑m(2)0.033.00變形縫數(shù)量處拱墻外貼式橡膠止水帶m仰拱外貼式橡膠止水

27、帶m中埋式鋼邊止水帶m溝槽中心水溝溝身聚乙烯泡沫塑料板m(2)聚硫建筑密封膏m縱向盲管（溝）!100雙壁打孔波紋管m2.44244.00環(huán)向盲管（溝）!50雙壁打孔波紋管m2.59259.00無紡布（外裹于波紋管）m(2)1.17117.00橫向排水管!100PVC管m0.2727.00異形彎頭（!100PVC管長1.32m）個0.077.00踏步內(nèi)過水孔!160PVC管m超前支護!108大管棚!108無縫鋼管（壁厚8mm）長度m重量kg鉆孔!127m導(dǎo)向墻C20砼m(3)孔口管!133（壁厚6mm）kg工字鋼I18kg角鋼6.3/4（d=5mm，l=120mm）kg連接鋼板200*240*1

28、6mmkg螺栓/螺母M24*60/M24套鋼筋籠kg注漿水泥漿m(3)防排水變形縫!76中管棚!76無縫鋼管（壁厚6mm）長度m重量kg注漿水泥漿m(3)!42小導(dǎo)管!42鋼花管根數(shù)根長度m重量kg注漿水泥漿m(3)臨時支護三臺階法加臨時仰拱噴砼C25噴砼m(3)鋼筋網(wǎng)!8kgI18工字鋼kg連接用鋼鋼墊板kg鎖腳錨管!42m臨時支護拆除素噴砼m(3)鋼筋網(wǎng)噴砼m(3)鋼架及連接件kg電纜槽及余長腔C35鋼筋砼m(3)HPB300kg粗砂m(3)槽鋼kg超前支護監(jiān)控量測拱頂下沉測點數(shù)個凈空變化測線數(shù)條地表下沉測點數(shù)個站后附屬工程過軌管線開挖m(3)C20混凝土m(3)!100HDPE管m!15

29、0HDPE管m接地端子個!16接地鋼筋kg不銹鋼連接線m洞室扶手!42.3mm鍍鋅鋼管（壁厚3.25mm）kg直角接頭個三通接頭個連接鋼板（10mm）kg20錨固鋼筋kg防護門隔墻鋼筋HRB400kgHPB300kgC35鋼筋砼m(3)20植筋（孔深25cm）孔!3mm鋼絲m洞室接地開挖m(3)坑內(nèi)回填專用回填料（參IEA）m(3)電解離子接地極處引接線銅包鋼絞線m備用備用備用備用備用備用備用備用備用備用襯砌后注漿!30PVC管m!30PVC花管m注水泥漿m(3)注漿堵水!108鉆孔m掃孔m!108檢查孔m水泥漿m(3)雙液漿m(3)!127孔口管kg!75鉆孔m!89孔口管kg!79自進式中

30、管棚!79無縫鋼管（壁厚10mm）長度m站后附屬工程重量kg注漿水泥漿m(3)!75泄水孔鉆孔孔數(shù)孔鉆孔m!75PVC管m初支背后補注漿水泥漿m(3)地漏（15cm15cm）個!100橫向透水盲管m備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用備用!79自進式中管棚!79無縫鋼管（壁厚10mm）級圍巖成成昆昆隧隧參參1-81-8、 a1a1復(fù)復(fù)合合0/1-5小計求和設(shè)計量差量W=0W=10D3K518+960+-D3K519+060100.00200.00240.0011423.0022846.00341

31、.00682.003249.006498.001016.002032.003049.006098.00燈燈桿桿壩壩隧隧道道級圍巖295.00590.00886.001772.001512.003024.00793.001586.00947.001894.00214.00428.00910.001820.00540.201080.40370.20740.4013.0026.001004.002008.00580.501161.00422.50845.0076.00152.006.0012.00397.00794.00276.50553.00120.00240.002422.004844.0024

32、22.004844.00242.00484.00136.00272.00366.00732.00200.00400.00207.00414.003.006.00244.00488.00259.00518.00117.00234.0027.0054.007.0014.00進進口口合計總計W=200/1-80/1-80/1-8每延米D3K518+660-D3K518+760D3K518+760-D3K518+860D3K519+060-D3K519+100設(shè)計差量100.00100.0040.00240.00118.9811898.0011898.004759.2028555.206.12612.

33、00612.00244.801468.8058.005800.005800.002320.0013920.0013.021302.001302.00520.803124.8039.053905.003905.001562.009372.00燈燈桿桿壩壩隧隧道道級圍巖成成昆昆隧隧參參1-81-8、 a1a1復(fù)復(fù)合合3.73373.00373.00149.20895.2011.191119.001119.00447.602685.601083.331083.3383.3383.3338247.0038247.006465.336465.335386.085386.084186.674186.672

34、000.002000.002666.672666.6710.7510.7517.021702.001702.00680.804084.807.93793.00793.00317.201903.209.47947.00947.00378.802272.802.14214.00214.0085.60513.609.10910.00910.00364.002184.005.40540.20540.20216.081296.483.70370.20370.20148.08888.480.1313.0013.005.2031.2010.041004.001004.00401.602409.605.815

35、81.00581.00232.401394.404.23423.00423.00169.201015.200.7676.0076.0030.40182.400.066.006.002.4014.403.97397.00397.00158.80952.802.77276.50276.50110.60663.601.20120.00120.0048.00288.0024.382438.002438.00975.205851.2024.382438.002438.00975.205851.202.44244.00244.0097.60585.601.37137.00137.0054.80328.80

36、3.67367.00367.00146.80880.802.00200.00200.0080.00480.002.07207.00207.0082.80496.800.033.003.001.207.202.44244.00244.0097.60585.602.61261.00261.00104.40626.401.18118.00118.0047.20283.200.2727.0027.0010.8064.800.077.007.002.8016.80級圍巖成成昆昆隧隧參參1-121-12，aa型型復(fù)復(fù)合合成成昆昆隧隧參參1-161-16，cc型型復(fù)復(fù)合合W=0W=10W=20W=0W=10

37、W=200/1-160/1-16D3K518+562-D3K518+592D3K518+592-D3K518+62793.0026.0065.0094.00182.0030.0035.003747.304371.85327.30381.853153.003678.50474.90554.05燈燈桿桿壩壩隧隧道道1662.001939.00135.00157.50472.80551.60551.70643.65237.90277.5542341.4049398.3034509.3940260.967832.169137.524590.605355.704505.015255.8585.71100

38、.0064.2074.90273.00318.50162.06189.07111.06129.573.904.55301.20351.40174.30203.35126.90148.0522.8026.601.802.10119.10138.9583.1096.9583.1096.95736.20858.90736.20858.9073.5085.7541.4048.30110.40128.8060.0070.0062.1072.450.901.0573.2085.4078.6091.7035.4041.308.109.452.102.450/1-120/1-1210/1-1210/1-162

39、0/1-1620/1-16設(shè)計量D3K518+627-D3K518+660D3K519+100-D3K519+160D3K519+161-D3K519+186D3K519+186-D3K519+280D3K519+280-D3K519+432D3K519+432-D3K519+462合計總計33.0060.0026.0094.00152.0030.00460.00460.004095.967447.203261.7011867.5019393.683827.7058012.89109414.09109654.00333.63606.60265.981031.181676.56330.90495

40、4.007104.807140.0020418.0020661.003460.056291.002738.589924.5216724.563300.9049271.1149271.1148547.0067.00105.005156.805157.0015470.0015470.00520.74946.80412.881497.422436.56480.907324.257324.257324.00燈燈桿桿壩壩隧隧道道級圍巖1822.923314.401445.345241.448528.721683.3025637.1225637.1225635.001485.201485.004457.6

41、04458.00148.50270.00117.00423.00684.00135.002070.002070.002070.00519.42944.40409.241481.442395.52472.807247.227247.227247.004186.672000.002666.6710.75606.871103.40481.001739.002830.24558.608514.4615623.2615684.00261.69475.80210.08759.521252.48247.203722.227211.427211.004166.804167.0031240.4456800.80

42、24758.50133470.60217025.6042834.00597869.64597869.64600976.00108763.26176802.3034895.19395231.10395231.1031240.4756800.8624758.58112799.91112799.9124707.7140222.857938.7289838.9689838.9613664.3124844.2010838.3614479.7623569.124651.80101993.85101993.85103097.008615.3815664.326834.0531113.7431113.7449

43、54.499008.163930.0614211.5823135.314566.1869566.6369566.6394.28171.4274.28268.56434.2685.711314.221314.2270.62128.4055.64201.16325.2864.20984.401926.001926.00300.30546.00236.60855.401383.20273.004186.008190.008190.00351.132728.01240.631869.514.297.803.3812.2219.763.9059.80117.00117.00331.32602.40261

44、.04943.761526.08301.204618.409036.009036.00377.652933.05274.952135.1525.0845.6019.7671.44115.5222.80349.60684.00684.001.983.601.565.649.121.8027.6054.0054.00131.01238.20103.22373.18603.44119.101826.203573.0091.41166.2072.02260.38421.0483.101274.202490.8091.41166.2072.02260.38421.0483.101274.201802.20809.821472.40641.162318.043766.56743.4011346.4822041.68809.821472.4064.222318.043766.56743.4010769.5421464.7480.85147.0064.22232.18376.9674.401134.862204.4645.5482.8036.14130.66212.8042.00639.641240.44121.44220.8096.20347.80565.44111.601702.483315.2866.00120.0052.001