成贵客运专线对下劳务招标限价-初稿

隧01-高山田隧道隧02-南地头隧道隧03-鸿福寺隧道隧道04-大土地隧道隧04-1大土地横洞21887752001376179一洞身开挖（含洞室）（一）开挖1Ⅲ级围岩m393548163146022Ⅳ级围岩m32425871109858245698410843Ⅴ级围岩m3584548227515871489434不爆破围岩m30（二）隧道出碴m33010411027272169518755856861有轨运输1-2洞内双车道有轨运输(已含高瓦斯通风增加费用)m31-3洞外倒运m32无轨运输m3301041102727216951875585686（三）超前地质预报1地质调查(含在开挖单价中)m2超前钻探-加深炮孔(含在开挖单价中)m2205654003265210803超前钻探-φ76超前钻孔（不取芯）m271290014704超前钻探-φ76超前钻孔（取芯孔）m5物探法-TSP超前探测次82116物探法-地质雷达次196107物探法-红外探测次266378洞周探测(含在开挖单价中)m（四）施工监控量测（含在开挖单价中）成贵客运专线隧道工程分项工程劳务承包单价表项目部：中铁十六局集团成贵客运专线三分部项目经理部图纸工程数量序号工程项目名称单位1地表下沉与底板沉降测点-个74011254967852拱顶下沉测点-个172112601083净空变化测线-条220112179108二隧道支护工程1超前管棚1-1超前中管棚-φ75m576036481-2超前中管棚-φ89m15201-3超前大管棚φ108m3040950022801-3管棚钢筋t2868.051-4导向墙1-4-1C25混凝土导向墙m3483280321-4-2φ127导向管m72.991-4-3φ146导向管m110.11183.5673.391-4-4导向墙加固型钢（含工字钢及钢板、螺栓）t1-4-5连接钢筋t2小导管2-1φ42超前小导管(注水泥浆）m1739243401920142888402-2φ42超前小导管(注水泥砂浆）m9557534264223512-3φ42加强支护锁脚锚管m1814424416155202-4φ42临时支护小导管m5606643锚杆m3-1φ25超前砂浆锚杆-HRB400m03-2φ25超前玻璃纤维锚杆-HRB400m9853-3边墙φ22砂浆锚杆-HRB400m489061872035962685262933-4拱部φ22组合中空锚杆m98848408137894555973-5φ22锁脚锚杆-HRB400m49196224010144114803-6临时钢架定位φ22锚杆m20964格栅钢架4-1格栅钢架-加工(含连接钢板）t1292.01235.32302.9364-2格栅钢架-安装t1292.01235.32302.9364-3临时格栅钢架-拆除t5型钢钢架5-1型钢钢架-加工(含连接钢板）t862.5441103.485747.743793.6129.4895-2型钢钢架-安装t862.5441103.485747.743793.6129.4895-3临时型钢钢架-拆除t175.476146.411196.19984.336加强支护纵向连接筋-HRB400t197.52979.88119.11877.7541.4717初期支护钢筋网7-1钢筋网(加工）t159.95572.19717.00283.0568.2927-2钢筋网（安装）t159.95572.19717.00283.0568.2928临时支护钢筋网及垫板8-1临时支护钢筋网t7.418-2临时支护钢垫板t8.7719喷射混凝土9-1衬期支护-喷射混凝土C25m32102080411839102604169-2临时支护-喷射混凝土C25（喷+拆）m31180130113789079-3水泥砂浆垫层m3三隧道衬砌(含洞室)（一）正洞1拱墙混凝土m31-1拱墙砼C35（T2/H1）m3369462611-2拱墙砼C40（H2）m3264961076124781-3拱墙砼C45（H3）m3123752仰拱、填充（含明洞及洞门段）2-1仰拱填充及踏步砼C20m3218257741.1198813963.52-2仰拱砼C35（T2/H1）m3143324972-3仰拱砼C40（H2）m310701.1459113381952-4仰拱砼C45（H3）m348152-5仰拱填充C15片石混凝土m303衬砌后回填注浆m3537181373434衬砌钢筋t4-1衬砌钢筋-HPB300t280.696337.927110.46238.3014-2衬砌钢筋-HRB400t643.989814.487264.358586.5925预埋件安装t（二）辅助坑道衬砌（含平导、横通道、横洞）1衬砌1-1拱墙仰拱-C25混凝土m32851-2底板-C20混凝土m31461-3仰拱填充-C20混凝土m32衬砌钢筋t四隧道明洞(一)明洞1明洞砼C40（H2）（不含仰拱及填充）m3719.63724196710642钢筋t2-1衬砌钢筋-HPB300t15.7477312.56527.65716.1592-2衬砌钢筋-HRB400t46.4611153.38580.20463.7993预埋件安装t（二）缓冲-开口结构1开孔结构-C40（H2）m335.512圈梁砼C40（H2）m313.283开孔及圈梁钢筋1-2圈梁钢筋-HPB300t0.762081-3圈梁钢筋-HRB400t8.414254钢筋防护网2-1HPB300kg359.592-2垫钢板kg61.042-3L50×6角钢kg175.03五隧道洞门（一）正洞1洞门砼C35-40（H2）（不含仰拱及填充）m33306604815962洞门钢筋t2-1衬砌钢筋-HPB300t6.45312.9062-2衬砌钢筋-HRB400t25.07450.1483.7854.0763预埋件安装t4洞门定位-Φ22砂浆锚杆m11635洞门检查梯5-1M10浆砌片石m3445-2HRB400钢筋kg1641645-3角钢kg124124（二）辅助坑道1平导洞门-C25砼m32横洞洞门C30砼m3763洞门钢筋m34预埋件安装t六隧道防、排水（气）工程（一）防水1EVA塑料防水板（分离式）m258045193374005366122无纺布m2577094005366123单面自粘式防水板（自带无纺布）m21000126312258274瓦斯隔离板m205聚乙烯泡沫垫板m29764326衬砌外防水层-M10水泥砂浆m333.44539267聚硫建筑密封胶m11476388外帖式橡胶止水带m9042.6316690958549遇水膨胀橡胶止水条m43461490400280210中埋式橡胶止水带m1306544791199840111中埋式钢边橡胶止水带m1218040（二）排水软管、盲管1φ50透水软管m6462.4219847541012φ80透水软管m5205171935932363φ100透水软管m1001541144透水软管无纺布m23444.541933732022145PVC引水管及过水管（含弯头）m957.432887617（三）瓦斯段水气分离1水气分离装置安设处942φ80PVC瓦斯排放管m3291（四）纵向边沟及电缆沟槽1正洞1-1沟槽身C30砼（L1）m35031-2沟槽身C35砼（H2）m33931.111040328201-3沟槽身C40砼（H3）m31466141-4沟槽身钢筋33.301211.7943.04521.3231-5预制、安装沟槽盖板1-5-1沟槽身盖板C35砼（H2）m3472.1166.543301.51-5-2盖板钢筋-HPB300t42.96615.1453.86127.442辅助坑道沟槽身C20砼m359七隧道及洞口预埋及综合接地1电力、通信、信号等过轨钢管预埋1-1φ100镀锌钢管m2207068751-2φ150镀锌钢管m6331721583162预埋铁件（含角钢、槽钢等）kg5562783综合接地预埋3-1接地端子-桥隧型个22776211433-2接地钢筋-HRB400kg5451.411952385928八其他1隧道洞室及沟槽填砂m36234八洞门及明洞附属工程（一）土石方工程1地表植被清理m22开挖土方（含洞口、明洞土石方）1-1开挖土方（含第1个km运输）m341077041138746589551-2增运m3.km3开挖石方(含洞口、明洞土石方)2-1开挖石方（含第1个1km运输）m3930180376473137404982-2增运m3.km4填筑土方m35填筑石方m3（二）基坑、沟槽开挖1开挖土方m32开挖石方m3（三）回填工程（含洞口、明洞等）1回填土石方m319333484317332602回填C25砼m390180802953砂夹卵石m3212938284碎石垫层m31115回填砂砾垫层m36回填浆砌片石m34422725827537回填干砌片石m38粘土隔水层m3757316589569（四）排水工程1M10浆砌片石排水沟、槽m357114652混凝土排水沟槽(含过渡段洞口沟槽)2-1排水沟槽-混凝土m33622523834662-2排水沟槽-钢筋kg65110845284183洞口墙后及相关防排水3-1排水盲沟m2832383-2φ50PVC排水管m82393-3φ100PVC排水管m443-4φ315PVC排水管m173033-5无纺布m22894钢筋砼预制排水管-φ600m212849115钢制管-φ325电力钢管m7146排水涵洞6-1涵洞洞身C35砼H2）m36-2涵洞基础C35砼-(H2)m36-3涵洞钢筋kg6-4砂浆砌卵石m36-5砂浆砌片石m37铺砌及改沟7-1C35混凝土(排水沟槽)m3677-2HPB300kg38187-3M10浆砌片石m3444239(五)防护工程（含明洞上部及洞门）1浆砌片石防护1-1M10浆砌片石护坡m31-2洞口M10浆砌片石封堵m31642砼骨架护坡m32-1骨架护坡-C25砼m3185212611512-2挖方m3165190541342-3营养土-不单列项m3135154441092-4植草-喷播植草m27959082626443锚网喷坡面防护3-1喷砼C20m3180154176148173-2钢筋网-HPB300（φ8和φ6）kg21861720433551704523-3Φ22砂浆锚杆-HRB400m34652972528223344584土钉及锚杆坡面防护4-1土钉-临时坡面防护m4-2φ25玻璃纤维锚杆m1405锚杆框架梁圬工方5-1C30砼m36341455-2φ49钻孔-不单独列项m7174685145-3φ32(HRB400)砂浆长锚杆m3278213723515-4φ16(HRB400)短主锚杆m3182082275-5φ12短辅锚杆m4512943235-6HRB400kg11845772684985-7锚杆框架梁内喷砼植生m25-7-1种植混合基材m36945505-7-2混合草种kg9763695-7-3镀锌铁丝网m27274755225-7-41:3水泥砂浆m31005-7-5无纺布m27274755225-8灌木株512334368（六）加固工程1混凝土挡墙1-1混凝土挡土墙m3315176932-2C20砼防撞墩(0.5*0.5*1.6m)m382微型防护桩米2-1φ400钻孔m3832-2C25混凝土m3482-3HRB400kg24182-4HPB300kg4083预加固桩米3-1桩身开挖-土m313603-2桩身开挖石方m38213913-3空桩段回填水泥土m33013-4桩身C40钢筋混凝土（H2）m315162483-5桩身钢筋-HRB400kg11759476873-6桩身-声测管-φ40钢管（厚3mm）m9441084加固桩锁口护壁4-1C20砼m36671184-2HR