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=10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(jī)械開挖m(3)初期支護(hù)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)根長度m邊墻（!

2、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(hù)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型連接鋼板kg螺栓螺

3、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 20kgI20b型鋼鋼架18kg12kgHPB300kg12kg10kg8kg

4、6kg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)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仰拱外貼式橡膠止水帶m中埋式鋼邊止水帶m中心

5、水溝聚乙烯泡沫塑料板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(hù)!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)!76中管棚!76無縫鋼管（壁厚6mm）長度m重量k

6、g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(hù)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(hù)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監(jiān)控量測拱頂下沉測點(diǎn)數(shù)個凈空變化測線數(shù)條地表下沉測點(diǎn)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!42.3mm鍍鋅鋼管（壁厚3.25mm）kg直角接頭個三通接頭個連接鋼板（1

7、0mm）kg20錨固鋼筋kg防護(hù)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(jìn)式中管棚!79無縫鋼管（壁厚10mm）長度m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(bǔ)注漿水泥漿m(3)地漏

8、（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(jìn)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(jìn)進(jìn)口口工工區(qū)區(qū)W=20W=0W=10W=20W=200/1-510/1-520/1-5D3K520+820-D3K520+920D2K521+300-D2K521+360D2K521+360-D2K521+46

9、0100.0060.00100.00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20/1-520/1-520/1-520/1-520/1-520/1-5D2K521+460-D2K521+560D2K521+560-D2K521+600D2K521+700-D2K521+800D2K521+800-D2K521+900D2K521+900-D2K522+000D2K522+000-D2K522+100100.0040.00100.00100.00100.00100.0020/1-520/1-520/3-1720/3-520/3-1720/3-5D2K522+1

10、00-D2K522+200D2K522+200-D2K522+221D2K522+221-D2K522+225D2K522+225-D2K522+230D2K522+230-D2K522+234D2K522+234-D2K522+334100.0021.004.005.004.00100.00進(jìn)進(jìn)口口工工區(qū)區(qū)20/3-520/3-1720/3-520/3-1720/1-5小計D2K522+334-D2K522+371D2K522+371-D2K522+375D2K522+375-D2K522+380D2K522+380-D2K522+384D2K522+384-D2K522+41437.004

11、.005.004.0030.001114.00橫橫洞洞20/1-520/1-510/3-1710/3-510/3-1710/3-5D2K522+414-D2K522+514D2K522+514-D2K522+600D2K523+400-D2K523+404D2K523+404-D2K523+409D2K523+409-D2K523+413D2K523+413-D2K523+440100.0086.004.005.004.0027.00級圍巖0/3-50/3-50/3-170/3-50/3-170/1-5D2K523+440-D2K523+540D2K523+540-D2K523+550D2K5

12、23+550-D2K523+554D2K523+554-D2K523+559D2K523+559-D2K523+563D2K523+563-D2K523+663100.0010.004.005.004.00100.00橫橫洞洞出出口口0/1-5小計0/1-50/1-50/1-50/3-5D2K523+663-D2K523+690D2K523+715-D2K523+815D2K523+815-D2K523+915D2K523+915-D2K524+000D2K524+580-D2K524+66327.00476.00100.00100.0085.0083.000/3-170/3-50/3-170

13、/1-510/1-510/1-5D2K524+663-D2K524+667D2K524+667-D2K524+672D2K524+672-D2K524+676D2K524+676-D2K524+720D2K524+720-D2K524+750D2K524+750-D2K524+8404.005.004.0044.0030.0090.00出出口口20/1-520/1-620/1-6小計求和設(shè)計量D2K524+840-D2K524+860D2K524+970-D2K525+070D2K525+070-D2K525+10020.00100.0030.00695.002285.002285.00級圍巖

14、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)合合差量W=0W=10W=20W=0W=10W=20W=0W=10W=20前前家家山山隧隧道道成成昆昆隧隧參參1-101-10，b1b1復(fù)復(fù)合合進(jìn)進(jìn)口口W=0W=10W=200/1-80/1-80/1-80/3-200/3-80/3-20D3K520+720-D3K520+820D3K520+920-D2K521+020D2K521+020-D2K521+074D2K521+074-D2K521+0

15、78D2K521+078-D2K521+083D2K521+083-D2K521+087100.00100.0054.004.005.004.00合計0/3-80/3-810/3-810/3-2010/3-810/3-2010/1-820/1-8D2K521+087-D2K521+187D2K521+187-D2K521+220D2K521+220-D2K521+224D2K521+224-D2K521+228D2K521+228-D2K521+233D2K521+233-D2K521+237D2K521+237-D2K521+300D2K521+600-D2K521+700100.0033.

16、004.004.005.004.0063.00100.00580.00級圍巖進(jìn)進(jìn)口口橫橫洞洞出出口口合計20/1-810/1-80/1-100/1-100/1-100/1-80/1-80/1-8D2K522+600-D2K522+700D2K523+340-D2K523+400D2K523+690-D2K523+700D2K523+700-D2K523+715D2K524+000-D2K524+060D2K524+260-D2K524+360D2K524+360-D2K524+460D2K524+460-D2K524+513100.0060.0010.00170.0015.0060.00100

17、.00100.0053.00合計總計0/3-200/3-80/3-200/3-820/1-1020/1-1020/1-10D2K524+513-D2K524+517D2K524+517-D2K524+522D2K524+522-D2K524+526D2K524+526-D2K524+580D2K524+860-D2K524+960D2K524+960-D2K524+970D2K525+100-D2K525+1604.005.004.0054.00100.0010.0060.00565.001315.00出出口口級圍巖成成昆昆隧隧參參1-121-12，aa型型復(fù)復(fù)合合成成昆昆隧隧參參1-151-

18、15，bb型型復(fù)復(fù)合合W=0W=10W=20W=0W=10W=20設(shè)計差量1315.00成成昆昆隧隧參參1-161-16，cc型型復(fù)復(fù)合合進(jìn)進(jìn)口口W=0W=10W=2010/1-160/1-160/1-160/1-160/1-120/1-12D3K520+425-D3K520+440D3K520+440-D3K520+450D3K520+450-D3K520+520D3K520+520-D3K520+540D3K520+540-D3K520+640D3K520+640-D3K520+72015.0010.0070.0020.00100.0080.00橫橫洞洞20/1-1520/1-1520/1

19、-1620/1-1520/1-1520/1-1520/1-1510/1-15合計D2K522+700-D2K522+780D2K522+780-D2K522+880D2K522+880-D2K522+964D2K522+964-D2K523+064D2K523+064-D2K523+164D2K523+164-D2K523+264D2K523+264-D2K523+300D2K523+300-D2K523+340295.0080.00100.0084.00100.00100.00100.0036.0040.00級圍巖出出口口0/1-160/1-1620/1-1220/1-1610/1-1610

20、/1-160/1-16合計D2K524+060-D2K524+160D2K524+160-D2K524+260D2K525+160-D2K525+200D2K525+200-D2K525+240D2K525+240-D2K525+340D2K525+340-D2K525+380D2K525+380-D2K525+480640.00100.00100.0040.0040.00100.0040.00100.000/1-160/1-16設(shè)計量差量D2K525+480-D2K525+515D2K525+515-D2K525+540合計總計35.0025.00580.001515.001515.00燈燈

21、桿桿壩壩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)合合型型每延米量（W是加寬值）/參考圖紙W=0W=10W=20里程每延米圍巖襯砌長度m200.00開挖一般開挖m(3)114.23控制爆破開挖m(3)機(jī)械開挖m(3)初期支護(hù)噴混凝土C25噴砼（T2）m(3)3.41C25噴砼（H1）m(3)耐腐蝕劑kg鋼筋網(wǎng)HPB300（!6）kg32.49HPB300（!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10.16長度m30.49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

22、2.95長度m8.86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(hù)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型連接鋼板kg螺栓螺母套鎖腳錨桿

23、（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)15.12C35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)7.93找平層C20砼m(3)接茬鋼筋HRB400 16kg9.47襯砌鋼筋HRB400kg 22kg 20kgI20b型鋼鋼架18kg12kgHPB300kg12kg

24、10kg8kg6kg溝槽側(cè)溝溝槽身C30砼（T2）m(3)2.14C30砼（H1）m(3)HPB300kg9.1012kg5.4010kg3.70蓋板C35鋼筋砼m(3)0.13HPB300kg10.048kg5.816kg4.23中心水溝溝身C30砼（T2）m(3)0.76C30砼（H1）m(3)C35砼（H2）m(3)襯砌鋼筋C45砼（H3）m(3)蓋板C35鋼筋砼m(3)0.06HPB300kg3.978kg2.776kg1.20踏步板C20砼m(3)防排水防水板m(2)24.22無紡布m(2)24.22凸殼式排水板m(2)施工縫拱墻外貼式橡膠止水帶m2.42仰拱外貼式橡膠止水帶m1.3

25、6中埋式橡膠止水帶m3.66中埋式鋼邊橡膠止水帶m2.00遇水膨脹止水條m2.07混凝土界面劑m(2)0.03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帶m中埋式鋼邊止水帶m中心水溝聚乙烯泡沫塑料板m(2)聚硫建筑密封膏m縱向盲管（溝）!100雙壁打孔波紋管m2.44環(huán)向盲管（溝）!50雙壁打孔波紋管m2.59無紡布（外裹于波紋管）m(2)1.17橫向排水管!100PVC管m0.27異形彎頭（!100PVC管長1.32m）個0.07踏步內(nèi)過水孔!160PVC管m超前支護(hù)!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6

26、mm）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)!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(hù)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(hù)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監(jiān)控量測拱頂下沉測點(diǎn)數(shù)個凈空變化測線數(shù)條地表下沉測點(diǎn)數(shù)

27、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!42.3mm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(hù)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

28、(3)雙液漿m(3)!127孔口管kg!75鉆孔m!89孔口管kg!79自進(jìn)式中管棚!79無縫鋼管（壁厚10mm）長度m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(bǔ)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(jìn)式中管棚!79無縫鋼管（壁厚10mm）0/1-50/1-5小計求和設(shè)計量差量D3K518+860-D3K518+960D3K518+960+-D3K519+060100.00100.0

29、0200.0011423.0011423.0022846.00341.00341.00682.003249.003249.006498.001016.001016.002032.003049.003049.006098.00級圍巖295.00295.00590.00886.00886.001772.001512.001512.003024.00793.00793.001586.00947.00947.001894.00214.00214.00428.00910.00910.001820.00540.20540.201080.40370.20370.20740.4013.0013.0026.00

30、1004.001004.002008.00580.50580.501161.00422.50422.50845.0076.0076.00152.006.006.0012.00397.00397.00794.00276.50276.50553.00120.00120.00240.002422.002422.004844.002422.002422.004844.00242.00242.00484.00136.00136.00272.00366.00366.00732.00200.00200.00400.00207.00207.00414.003.003.006.00244.00244.00488

31、.00259.00259.00518.00117.00117.00234.0027.0027.0054.007.007.0014.00級圍巖成成昆昆隧隧參參1-81-8、a1a1復(fù)復(fù)合合進(jìn)進(jìn)口口合計W=0W=10W=200/1-80/1-80/1-8每延米D3K518+660-D3K518+760D3K518+760-D3K518+860D3K519+060-D3K519+100240.00100.00100.0040.00240.00118.9811898.0011898.004759.2028555.206.12612.00612.00244.801468.8058.005800.0058

32、00.002320.0013920.0013.021302.001302.00520.803124.8039.053905.003905.001562.009372.00燈燈桿桿壩壩隧隧道道3.73373.00373.00149.20895.2011.191119.001119.00447.602685.601083.331083.3383.3383.3338247.0038247.006465.336465.335386.085386.084186.674186.672000.002000.002666.672666.6710.7510.7517.021702.001702.00680.80

33、4084.807.93793.00793.00317.201903.209.47947.00947.00378.802272.802.14214.00214.0085.60513.609.10910.00910.00364.002184.005.40540.20540.20216.081296.483.70370.20370.20148.08888.480.1313.0013.005.2031.2010.041004.001004.00401.602409.605.81581.00581.00232.401394.404.23423.00423.00169.201015.200.7676.00

34、76.0030.40182.400.066.006.002.4014.403.97397.00397.00158.80952.802.77276.50276.50110.60663.601.20120.00120.0048.00288.0024.382438.002438.00975.205851.2024.382438.002438.00975.205851.202.44244.00244.0097.60585.601.37137.00137.0054.80328.803.67367.00367.00146.80880.802.00200.00200.0080.00480.002.07207

35、.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)合合總計W=0W=10W=20W=0W=10設(shè)計差量93.0026.0065.0094.00燈燈桿桿壩壩隧隧道道W=200/1-160/1-160/1-120/1-

36、1210/1-1210/1-1620/1-1620/1-16D3K518+562-D3K518+592D3K518+592-D3K518+627D3K518+627-D3K518+660D3K519+100-D3K519+160D3K519+161-D3K519+186D3K519+186-D3K519+280D3K519+280-D3K519+432D3K519+432-D3K519+462182.0030.0035.0033.0060.0026.0094.00152.0030.003747.304371.854095.967447.203261.7011867.5019393.683827

37、.70327.30381.85333.63606.60265.981031.181676.56330.903153.003678.503460.056291.002738.589924.5216724.563300.90474.90554.05520.74946.80412.881497.422436.56480.90級圍巖成成昆昆隧隧參參1-161-16，cc型型復(fù)復(fù)合合1662.001939.001822.923314.401445.345241.448528.721683.30135.00157.50148.50270.00117.00423.00684.00135.00472.8055

38、1.60519.42944.40409.241481.442395.52472.80551.70643.65606.871103.40481.001739.002830.24558.60237.90277.55261.69475.80210.08759.521252.48247.2042341.4049398.3031240.4456800.8024758.50133470.60217025.6042834.0034509.3940260.96108763.26176802.3034895.1931240.4756800.8624758.587832.169137.5224707.714022

39、2.857938.724590.605355.7013664.3124844.2010838.3614479.7623569.124651.808615.3815664.326834.054505.015255.854954.499008.163930.0614211.5823135.314566.1885.71100.0094.28171.4274.28268.56434.2685.7164.2074.9070.62128.4055.64201.16325.2864.20273.00318.50300.30546.00236.60855.401383.20273.00162.06189.07

40、111.06129.573.904.554.297.803.3812.2219.763.90301.20351.40331.32602.40261.04943.761526.08301.20174.30203.35126.90148.0522.8026.6025.0845.6019.7671.44115.5222.801.802.101.983.601.565.649.121.80119.10138.95131.01238.20103.22373.18603.44119.1083.1096.9591.41166.2072.02260.38421.0483.1083.1096.9591.4116

41、6.2072.02260.38421.0483.10736.20858.90809.821472.40641.162318.043766.56743.40736.20858.90809.821472.4064.222318.043766.56743.4073.5085.7580.85147.0064.22232.18376.9674.4041.4048.3045.5482.8036.14130.66212.8042.00110.40128.80121.44220.8096.20347.80565.44111.6060.0070.0066.00120.0052.00188.00304.0060.

42、0062.1072.4568.31124.2053.82194.58314.6462.100.901.050.991.800.782.824.560.9073.2085.4080.52146.4063.44229.36370.8873.2078.6091.7086.46157.2068.64248.16402.8079.5035.4041.3036.8967.0830.68110.92179.3635.408.109.458.9116.207.0225.3841.048.102.102.452.314.201.826.5810.642.10設(shè)計量差量總設(shè)計量合計總計460.00460.0058

43、012.89109414.09109654.00239.914954.007104.807140.0035.2020418.0020661.0049271.1149271.1148547.0067.00105.005156.805157.0015470.0015470.007324.257324.257324.0025637.1225637.1225635.001485.201485.004457.604458.002070.002070.002070.007247.227247.227247.004186.672000.002666.6710.758514.4615623.2615684.0

44、03722.227211.427211.004166.804167.00597869.64597869.64600976.00395231.10395231.10112799.91112799.9189838.9689838.96101993.85101993.85103097.0031113.7431113.7469566.6369566.631314.221314.22984.401926.001926.004186.008190.008190.00351.132728.01240.631869.5159.80117.00117.004618.409036.009036.00377.652

45、933.05274.952135.15349.60684.00684.0027.6054.0054.001826.203573.001274.202490.801274.201802.2011346.4822041.6810769.5421464.741134.862204.46639.641240.441702.483315.28920.001800.00952.201863.0013.8027.001122.402196.001213.062357.46537.031054.23124.20243.0032.2063.00序號項(xiàng)目單位D3K518+546-D3K518+562雙耳墻式明洞，

46、成昆額米隧附05-09每延米數(shù)量1明洞長度kg2m33開挖土kg4軟石kg5次堅石kg6襯砌圬工拱墻及仰拱砼C30砼T2kg62.117C35砼T2kg6.088仰拱填充C20砼套7.969襯砌鋼筋HRB400kg1303.7610HPB300m244.7611溝、槽身砼C30砼T2m32.912溝身鋼筋HPB300m39.113蓋板鋼筋砼C35砼根0.8914鋼筋HPB300m14.0115防排水施工縫中埋式橡膠止水帶kg3.74背貼式橡膠止水帶1.4916外貼式橡膠止水帶m317中埋式鋼邊止水帶m3218遇水膨脹止水條m34.4719變形縫數(shù)量m320外貼式橡膠止水帶m321遇水膨脹止水條

47、m322中埋式鋼邊止水帶m323聚硫建筑密封膏m324聚乙烯泡沫塑料板m325防水板m311.826無紡布kg11.82750豎向盲溝透水軟管根28100橫向排水管PVC管m0.2729100縱向排水管雙壁打孔波紋管kg30無紡布（外裹于波紋管）根31三通接頭m32異形彎頭kg0.0733水泥砂漿保護(hù)層kg0.7134回填夯填土石kg10.66C20混凝土（拱部）13.1235碎（卵）石反濾層kg36M10漿砌片石kg37黏土隔水層kg6.0238C35混凝土kg39洞頂綠化kg進(jìn)口D3K519+462-D3K519+472雙耳墻式明洞，成昆額米隧附05-09 加寬20出口長度小計每延米數(shù)量長

48、度小計161016993.7662.3810623.801697.286.221062.2016127.368.261082.601620860.161321.771013217.70163916.16247.49102474.901646.402.91029.0016145.609.11091.001614.240.19101.9016224.1614.0110140.101659.843.791037.901623.841.511015.101632.0021020.001671.524.471044.7016188.801210120.0016188.801210120.00164.320.027100.27161.121611.360.72107.2016170.5610.7210107.2016209.9213.5710135.701696.326.121061.20DK000+500DK000+600,計100m，下錨段，成蘭隧參-06-65，級圍巖W=50DK000+600DK000+800,計200m，隔離開關(guān)，成蘭隧參-06-65，級圍巖W=50合計每延米數(shù)量長度小計每延米數(shù)量 長度小計