1、前前家家山山隧隧道道围岩级围岩参考成成昆昆隧隧参参1-51-5，a1a1级级复复合合型型成成昆昆隧隧参参3-173-17、a1a1型型非非绝绝缘缘下下锚锚段段复复合合每延米量（W是加宽值）/参考图纸W=0W=10W=20W=0W=10里程围岩衬砌长度m开挖一般开挖m(3)控制爆破开挖m(3)机械开挖m(3)初期支护喷混凝土C25喷砼（T2）m(3)C25喷砼（H1）m(3)耐腐蚀剂kg钢筋网HPB300（!6）kgHPB300（!8）kg锚杆拱部（!22组合中空锚杆L=2.5m）根数根长度m拱部（!22组合中空锚杆L=3m）根数根长度m拱部（!22组合中空锚杆L=3.5m）根数根长度m边墙（!2、22砂浆锚杆L=3m）根数根长度m边墙（!22砂浆锚杆L=3.5m）根数根长度m!42系统锚管根数根长度m水泥浆m(3)定位锚杆（!22砂浆锚杆 L=1m）m格栅钢架榀数榀钢筋kg纵向连接钢筋!22kg连接用钢A型角钢kgB型角钢kg槽钢（22a）kg槽钢（25a）kg槽钢（28a）kg连接钢板kg螺栓螺母套初期支护锚杆拱部（!22组合中空锚杆L=3.5m）锁脚锚杆（L=3m）!22m锁脚锚杆（L=4m）!22m锁脚锚管!42m砼垫块C20砼m(3)I18型钢钢架榀数榀I18工字钢kg纵向连接钢筋!22kg连接用钢A加劲肋kgB加劲肋kg槽钢（25a）kgA型连接钢板kgB型连接钢板kg螺栓螺3、母套锁脚锚杆（L=4m）!22kg锁脚锚管!42m砼垫块m(3)I20b型钢钢架榀数榀I20b工字钢kg纵向连接钢筋!22kg连接用钢A加劲肋kgB加劲肋kg槽钢（25a）kgA型连接钢板kgB型连接钢板kg螺栓螺母套锁脚锚管（L=4.5m）!42m!76无缝钢管（壁厚6mm）m砼垫块m(3)二次衬砌拱墙及仰拱（T2）C30砼m(3)C35钢筋砼m(3)拱墙及仰拱（H1）C35砼m(3)C35钢筋砼m(3)仰拱填充C20砼m(3)找平层C20砼m(3)接茬钢筋HRB400 16kg衬砌钢筋HRB400kg 22kg 20kgI20b型钢钢架18kg12kgHPB300kg12kg10kg8kg4、6kg沟槽侧沟沟槽身C30砼（T2）m(3)C30砼（H1）m(3)HPB300kg12kg10kg盖板C35钢筋砼m(3)HPB300kg8kg6kg中心水沟沟身C30砼（T2）m(3)C30砼（H1）m(3)C35砼（H2）m(3)衬砌钢筋C45砼（H3）m(3)盖板C35钢筋砼m(3)HPB300kg8kg6kg踏步板C20砼m(3)防排水防水板m(2)无纺布m(2)凸壳式排水板m(2)施工缝拱墙外贴式橡胶止水带m仰拱外贴式橡胶止水带m中埋式橡胶止水带m中埋式钢边橡胶止水带m遇水膨胀止水条m混凝土界面剂m(2)变形缝数量处拱墙外贴式橡胶止水带m仰拱外贴式橡胶止水带m中埋式钢边止水带m中心5、水沟聚乙烯泡沫塑料板m(2)聚硫建筑密封膏m纵向盲管（沟）!100双壁打孔波纹管m环向盲管（沟）!50双壁打孔波纹管m无纺布（外裹于波纹管）m(2)横向排水管!100PVC管m(3)异形弯头（!100PVC管长1.32m）个踏步内过水孔!160PVC管m超前支护!108大管棚!108无缝钢管（壁厚8mm）长度m重量kg钻孔!127m导向墙C20砼m(3)孔口管!133（壁厚6mm）kg工字钢I18kg角钢6.3/4（d=5mm，l=120mm）kg连接钢板200*240*16mmkg螺栓/螺母M24*60/M24套钢筋笼kg注浆水泥浆m(3)!76中管棚!76无缝钢管（壁厚6mm）长度m重量k6、g注浆水泥浆m(3)!42小导管!42钢花管根数根长度m重量kg注浆水泥浆m(3)临时支护三台阶法加临时仰拱喷砼C25喷砼m(3)钢筋网!8kgI18工字钢kg连接用钢钢垫板kg锁脚锚管!42m临时支护拆除素喷砼m(3)钢筋网喷砼m(3)钢架及连接件kg电缆槽及余长腔C35钢筋砼m(3)HPB300kg粗砂m(3)槽钢kg监控量测拱顶下沉测点数个净空变化测线数条地表下沉测点数个站后附属工程过轨管线开挖m(3)C20混凝土m(3)!100HDPE管m!150HDPE管m接地端子个!16接地钢筋kg不锈钢连接线m洞室扶手!42.3mm镀锌钢管（壁厚3.25mm）kg直角接头个三通接头个连接钢板（17、0mm）kg20锚固钢筋kg防护门隔墙钢筋HRB400kgHPB300kgC35钢筋砼m(3)20植筋（孔深25cm）孔!3mm钢丝m洞室接地开挖m(3)坑内回填专用回填料（参IEA）m(3)电解离子接地极处引接线铜包钢绞线m备用备用备用备用备用备用备用备用备用备用衬砌后注浆!30PVC管m!30PVC花管m注水泥浆m(3)注浆堵水!108钻孔m扫孔m!108检查孔m水泥浆m(3)双液浆m(3)!127孔口管kg!75钻孔m!89孔口管kg!79自进式中管棚!79无缝钢管（壁厚10mm）长度m重量kg注浆水泥浆m(3)!75泄水孔钻孔孔数孔钻孔m!75PVC管m初支背后补注浆水泥浆m(3)地漏8、（15cm15cm）个!100横向透水盲管m备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用!79自进式中管棚!79无缝钢管（壁厚10mm）成成昆昆隧隧参参3-053-05、a1a1型型非非绝绝缘缘一一般般锚锚段段复复合合成成昆昆隧隧参参1-061-06、b1b1型型绝绝缘缘下下锚锚段段复复合合进进口口工工区区W=20W=0W=10W=20W=200/1-510/1-520/1-5D3K520+820-D3K520+920D2K521+300-D2K521+360D2K521+360-D2K521+469、0100.0060.00100.00成成昆昆隧隧参参3-173-17、a1a1型型非非绝绝缘缘下下锚锚段段复复合合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+110、00-D2K522+200D2K522+200-D2K522+221D2K522+221-D2K522+225D2K522+225-D2K522+230D2K522+230-D2K522+234D2K522+234-D2K522+334100.0021.004.005.004.00100.00进进口口工工区区20/3-520/3-1720/3-520/3-1720/1-5小计D2K522+334-D2K522+371D2K522+371-D2K522+375D2K522+375-D2K522+380D2K522+380-D2K522+384D2K522+384-D2K522+41437.00411、.005.004.0030.001114.00横横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级围岩0/3-50/3-50/3-170/3-50/3-170/1-5D2K523+440-D2K523+540D2K523+540-D2K523+550D2K512、23+550-D2K523+554D2K523+554-D2K523+559D2K523+559-D2K523+563D2K523+563-D2K523+663100.0010.004.005.004.00100.00横横洞洞出出口口0/1-5小计0/1-50/1-50/1-50/3-5D2K523+663-D2K523+690D2K523+715-D2K523+815D2K523+815-D2K523+915D2K523+915-D2K524+000D2K524+580-D2K524+66327.00476.00100.00100.0085.0083.000/3-170/3-50/3-17013、/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小计求和设计量D2K524+840-D2K524+860D2K524+970-D2K525+070D2K525+070-D2K525+10020.00100.0030.00695.002285.002285.00级围岩14、成成昆昆隧隧参参1-81-8、a1a1复复合合成成昆昆隧隧参参3-203-20，a1a1型型非非绝绝缘缘下下锚锚段段复复合合成成昆昆隧隧参参3-83-8，a1a1型型非非绝绝缘缘一一般般锚锚段段复复合合差量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参参1-101-10，b1b1复复合合进进口口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+015、78D2K521+078-D2K521+083D2K521+083-D2K521+087100.00100.0054.004.005.004.00合计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级围岩进进口口横横洞洞出出口口合计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+513100.0060.0010.00170.0015.0060.0010017、.00100.0053.00合计总计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出出口口级围岩成成昆昆隧隧参参1-121-12，aa型型复复合合成成昆昆隧隧参参1-151-18、15，bb型型复复合合W=0W=10W=20W=0W=10W=20设计差量1315.00成成昆昆隧隧参参1-161-16，cc型型复复合合进进口口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横横洞洞20/1-1520/1-1520/119、-1620/1-1520/1-1520/1-1520/1-1510/1-15合计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级围岩出出口口0/1-160/1-1620/1-1220/1-1610/1-161020、/1-160/1-16合计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设计量差量D2K525+480-D2K525+515D2K525+515-D2K525+540合计总计35.0025.00580.001515.001515.00灯灯21、杆杆坝坝隧隧道道围岩级围岩参考成成昆昆隧隧参参1-51-5，a1a1级级复复合合型型每延米量（W是加宽值）/参考图纸W=0W=10W=20里程每延米围岩衬砌长度m200.00开挖一般开挖m(3)114.23控制爆破开挖m(3)机械开挖m(3)初期支护喷混凝土C25喷砼（T2）m(3)3.41C25喷砼（H1）m(3)耐腐蚀剂kg钢筋网HPB300（!6）kg32.49HPB300（!8）kg锚杆拱部（!22组合中空锚杆L=2.5m）根数根长度m拱部（!22组合中空锚杆L=3m）根数根10.16长度m30.49拱部（!22组合中空锚杆L=3.5m）根数根长度m边墙（!22砂浆锚杆L=3m）根数根22、2.95长度m8.86边墙（!22砂浆锚杆L=3.5m）根数根长度m!42系统锚管根数根长度m水泥浆m(3)定位锚杆（!22砂浆锚杆 L=1m）m格栅钢架榀数榀钢筋kg纵向连接钢筋!22kg连接用钢A型角钢kgB型角钢kg槽钢（22a）kg槽钢（25a）kg槽钢（28a）kg连接钢板kg螺栓螺母套初期支护锚杆拱部（!22组合中空锚杆L=3.5m）锁脚锚杆（L=3m）!22m锁脚锚杆（L=4m）!22m锁脚锚管!42m砼垫块C20砼m(3)I18型钢钢架榀数榀I18工字钢kg纵向连接钢筋!22kg连接用钢A加劲肋kgB加劲肋kg槽钢（25a）kgA型连接钢板kgB型连接钢板kg螺栓螺母套锁脚锚杆23、（L=4m）!22kg锁脚锚管!42m砼垫块m(3)I20b型钢钢架榀数榀I20b工字钢kg纵向连接钢筋!22kg连接用钢A加劲肋kgB加劲肋kg槽钢（25a）kgA型连接钢板kgB型连接钢板kg螺栓螺母套锁脚锚管（L=4.5m）!42m!76无缝钢管（壁厚6mm）m砼垫块m(3)二次衬砌拱墙及仰拱（T2）C30砼m(3)15.12C35钢筋砼m(3)拱墙及仰拱（H1）C35砼m(3)C35钢筋砼m(3)仰拱填充C20砼m(3)7.93找平层C20砼m(3)接茬钢筋HRB400 16kg9.47衬砌钢筋HRB400kg 22kg 20kgI20b型钢钢架18kg12kgHPB300kg12kg24、10kg8kg6kg沟槽侧沟沟槽身C30砼（T2）m(3)2.14C30砼（H1）m(3)HPB300kg9.1012kg5.4010kg3.70盖板C35钢筋砼m(3)0.13HPB300kg10.048kg5.816kg4.23中心水沟沟身C30砼（T2）m(3)0.76C30砼（H1）m(3)C35砼（H2）m(3)衬砌钢筋C45砼（H3）m(3)盖板C35钢筋砼m(3)0.06HPB300kg3.978kg2.776kg1.20踏步板C20砼m(3)防排水防水板m(2)24.22无纺布m(2)24.22凸壳式排水板m(2)施工缝拱墙外贴式橡胶止水带m2.42仰拱外贴式橡胶止水带m1.325、6中埋式橡胶止水带m3.66中埋式钢边橡胶止水带m2.00遇水膨胀止水条m2.07混凝土界面剂m(2)0.03变形缝数量处拱墙外贴式橡胶止水带m仰拱外贴式橡胶止水带m中埋式钢边止水带m中心水沟聚乙烯泡沫塑料板m(2)聚硫建筑密封膏m纵向盲管（沟）!100双壁打孔波纹管m2.44环向盲管（沟）!50双壁打孔波纹管m2.59无纺布（外裹于波纹管）m(2)1.17横向排水管!100PVC管m0.27异形弯头（!100PVC管长1.32m）个0.07踏步内过水孔!160PVC管m超前支护!108大管棚!108无缝钢管（壁厚8mm）长度m重量kg钻孔!127m导向墙C20砼m(3)孔口管!133（壁厚626、mm）kg工字钢I18kg角钢6.3/4（d=5mm，l=120mm）kg连接钢板200*240*16mmkg螺栓/螺母M24*60/M24套钢筋笼kg注浆水泥浆m(3)!76中管棚!76无缝钢管（壁厚6mm）长度m重量kg注浆水泥浆m(3)!42小导管!42钢花管根数根长度m重量kg注浆水泥浆m(3)临时支护三台阶法加临时仰拱喷砼C25喷砼m(3)钢筋网!8kgI18工字钢kg连接用钢钢垫板kg锁脚锚管!42m临时支护拆除素喷砼m(3)钢筋网喷砼m(3)钢架及连接件kg电缆槽及余长腔C35钢筋砼m(3)HPB300kg粗砂m(3)槽钢kg监控量测拱顶下沉测点数个净空变化测线数条地表下沉测点数27、个站后附属工程过轨管线开挖m(3)C20混凝土m(3)!100HDPE管m!150HDPE管m接地端子个!16接地钢筋kg不锈钢连接线m洞室扶手!42.3mm镀锌钢管（壁厚3.25mm）kg直角接头个三通接头个连接钢板（10mm）kg20锚固钢筋kg防护门隔墙钢筋HRB400kgHPB300kgC35钢筋砼m(3)20植筋（孔深25cm）孔!3mm钢丝m洞室接地开挖m(3)坑内回填专用回填料（参IEA）m(3)电解离子接地极处引接线铜包钢绞线m备用备用备用备用备用备用备用备用备用备用衬砌后注浆!30PVC管m!30PVC花管m注水泥浆m(3)注浆堵水!108钻孔m扫孔m!108检查孔m水泥浆m28、(3)双液浆m(3)!127孔口管kg!75钻孔m!89孔口管kg!79自进式中管棚!79无缝钢管（壁厚10mm）长度m重量kg注浆水泥浆m(3)!75泄水孔钻孔孔数孔钻孔m!75PVC管m初支背后补注浆水泥浆m(3)地漏（15cm15cm）个!100横向透水盲管m备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用备用!79自进式中管棚!79无缝钢管（壁厚10mm）0/1-50/1-5小计求和设计量差量D3K518+860-D3K518+960D3K518+960+-D3K519+060100.00100.029、0200.0011423.0011423.0022846.00341.00341.00682.003249.003249.006498.001016.001016.002032.003049.003049.006098.00级围岩295.00295.00590.00886.00886.001772.001512.001512.003024.00793.00793.001586.00947.00947.001894.00214.00214.00428.00910.00910.001820.00540.20540.201080.40370.20370.20740.4013.0013.0026.0030、1004.001004.002008.00580.50580.501161.00422.50422.50845.0076.0076.00152.006.006.0012.00397.00397.00794.00276.50276.50553.00120.00120.00240.002422.002422.004844.002422.002422.004844.00242.00242.00484.00136.00136.00272.00366.00366.00732.00200.00200.00400.00207.00207.00414.003.003.006.00244.00244.0048831、.00259.00259.00518.00117.00117.00234.0027.0027.0054.007.007.0014.00级围岩成成昆昆隧隧参参1-81-8、a1a1复复合合进进口口合计W=0W=10W=200/1-80/1-80/1-8每延米D3K518+660-D3K518+760D3K518+760-D3K518+860D3K519+060-D3K519+100240.00100.00100.0040.00240.00118.9811898.0011898.004759.2028555.206.12612.00612.00244.801468.8058.005800.005832、00.002320.0013920.0013.021302.001302.00520.803124.8039.053905.003905.001562.009372.00灯灯杆杆坝坝隧隧道道3.73373.00373.00149.20895.2011.191119.001119.00447.602685.601083.331083.3383.3383.3338247.0038247.006465.336465.335386.085386.084186.674186.672000.002000.002666.672666.6710.7510.7517.021702.001702.00680.8033、4084.807.93793.00793.00317.201903.209.47947.00947.00378.802272.802.14214.00214.0085.60513.609.10910.00910.00364.002184.005.40540.20540.20216.081296.483.70370.20370.20148.08888.480.1313.0013.005.2031.2010.041004.001004.00401.602409.605.81581.00581.00232.401394.404.23423.00423.00169.201015.200.7676.0034、76.0030.40182.400.066.006.002.4014.403.97397.00397.00158.80952.802.77276.50276.50110.60663.601.20120.00120.0048.00288.0024.382438.002438.00975.205851.2024.382438.002438.00975.205851.202.44244.00244.0097.60585.601.37137.00137.0054.80328.803.67367.00367.00146.80880.802.00200.00200.0080.00480.002.0720735、.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级围岩成成昆昆隧隧参参1-121-12，aa型型复复合合成成昆昆隧隧参参1-161-16，cc型型复复合合总计W=0W=10W=20W=0W=10设计差量93.0026.0065.0094.00灯灯杆杆坝坝隧隧道道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+462182.0030.0035.0033.0060.0026.0094.00152.0030.003747.304371.854095.967447.203261.7011867.5019393.68382737、.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级围岩成成昆昆隧隧参参1-161-16，cc型型复复合合1662.001939.001822.923314.401445.345241.448528.721683.30135.00157.50148.50270.00117.00423.00684.00135.00472.805538、1.60519.42944.40409.241481.442395.52472.80551.70643.65606.871103.40481.001739.002830.24558.60237.90277.55261.69475.80210.08759.521252.48247.2042341.4049398.3031240.4456800.8024758.50133470.60217025.6042834.0034509.3940260.96108763.26176802.3034895.1931240.4756800.8624758.587832.169137.5224707.71402239、2.857938.724590.605355.7013664.3124844.2010838.3614479.7623569.124651.808615.3815664.326834.054505.015255.854954.499008.163930.0614211.5823135.314566.1885.71100.0094.28171.4274.28268.56434.2685.7164.2074.9070.62128.4055.64201.16325.2864.20273.00318.50300.30546.00236.60855.401383.20273.00162.06189.0740、111.06129.573.904.554.297.803.3812.2219.763.90301.20351.40331.32602.40261.04943.761526.08301.20174.30203.35126.90148.0522.8026.6025.0845.6019.7671.44115.5222.801.802.101.983.601.565.649.121.80119.10138.95131.01238.20103.22373.18603.44119.1083.1096.9591.41166.2072.02260.38421.0483.1083.1096.9591.411641、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设计量差量总设计量合计总计460.00460.005843、012.89109414.09109654.00239.914954.007104.807140.0035.2020418.0020661.0049271.1149271.1148547.0067.00105.005156.805157.0015470.0015470.007324.257324.257324.0025637.1225637.1225635.001485.201485.004457.604458.002070.002070.002070.007247.227247.227247.004186.672000.002666.6710.758514.4615623.2615684.044、03722.227211.427211.004166.804167.00597869.64597869.64600976.00395231.10395231.10112799.91112799.9189838.9689838.96101993.85101993.85103097.0031113.7431113.7469566.6369566.631314.221314.22984.401926.001926.004186.008190.008190.00351.132728.01240.631869.5159.80117.00117.004618.409036.009036.00377.65245、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序号项目单位D3K518+546-D3K518+562双耳墙式明洞，46、成昆额米隧附05-09每延米数量1明洞长度kg2m33开挖土kg4软石kg5次坚石kg6衬砌圬工拱墙及仰拱砼C30砼T2kg62.117C35砼T2kg6.088仰拱填充C20砼套7.969衬砌钢筋HRB400kg1303.7610HPB300m244.7611沟、槽身砼C30砼T2m32.912沟身钢筋HPB300m39.113盖板钢筋砼C35砼根0.8914钢筋HPB300m14.0115防排水施工缝中埋式橡胶止水带kg3.74背贴式橡胶止水带1.4916外贴式橡胶止水带m317中埋式钢边止水带m3218遇水膨胀止水条m34.4719变形缝数量m320外贴式橡胶止水带m321遇水膨胀止水条47、m322中埋式钢边止水带m323聚硫建筑密封膏m324聚乙烯泡沫塑料板m325防水板m311.826无纺布kg11.82750竖向盲沟透水软管根28100横向排水管PVC管m0.2729100纵向排水管双壁打孔波纹管kg30无纺布（外裹于波纹管）根31三通接头m32异形弯头kg0.0733水泥砂浆保护层kg0.7134回填夯填土石kg10.66C20混凝土（拱部）13.1235碎（卵）石反滤层kg36M10浆砌片石kg37黏土隔水层kg6.0238C35混凝土kg39洞顶绿化kg进口D3K519+462-D3K519+472双耳墙式明洞，成昆额米隧附05-09 加宽20出口长度小计每延米数量长48、度小计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,计100m，下锚段，成兰隧参-06-65，级围岩W=50DK000+600DK000+800,计200m，隔离开关，成兰隧参-06-65，级围岩W=50合计每延米数量长度小计每延米数量 长度小计