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第1页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)55433121395.25251183124.32101-12198612-a总额121736122173612.00-b总额12500025000.00102-1总额1380000380000.00102-2总额115000001500000.00102-3总额187297008729700.00102-5总额115000001500000.00103-1总额135000003500000.00103-3总额120000002000000.00103-4总额15000050000.00103-5总额1260000260000.00104-1总额150000005000000.0017129324629.43202-1796594-am23375407965942.36202-2505898-am21468550589834.45202-3437430-am31000356220356.22-cm310008121081.21203-123769507-am38490872233947926.31挖土石方（含光面爆破）19.7325编制：复核：钢筋混凝土结构267.165砖、石及其他砌体结构60.9075路基挖方挖除旧路面水泥混凝土路面(18cm)25.8375拆除结构物第200章路基清理与掘除清理现场（含清除表土、砍树挖根、弃土外运等）1.77电信设施的提供、维修与拆除37500供水与排污设施195000承包人驻地建设（含标准化工地建设）3750000工程信息化管理系统（暂估价）1125000临时道路、桥涵修建、养护与拆除(包括原道路、桥涵的养护费)2625000临时供电设施的架设、拆除及维修1500000竣工文件285000施工环保费1125000安全生产费6547275保险费按合同条款规定，提供建筑工程一切险1630209按合同条款规定，提供第三者责任险18750工程或费用名称备注：下浮25%第100章至第700章合计第100章总则总预算表第2页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)-cm34232190440021.37-dm31965752562826.74203-2457993-am31894145799324.18204-19809223-dm3623143.7757119612.15-hm368546223802732.65204-289987-am373168998712.30204-32454833-am342321204622048.35-bm2470214086128.69204-43023795-am3215402785553129.32-bm21803523824213.21204-54335316-am3195972534088129.31-bm31336964639148.35-cm335841083264302.25-dm263067157311.35205-191746643-am31044578713575.36-bm313950718039650129.31-dm31605151208999075.32-hm9396813596159238.27预压与超载预压56.49D50cm水泥搅拌桩（双向）28.7025编制：复核：软土地基处理抛石挤淤56.52级配碎石垫层96.9825结构物台背回填（清宕渣）36.2625结构物台背回填（C20混凝土垫层）226.6875复合土工膜8.5125土工格栅8050型9.9075桥、涵台背路基处理结构物台背回填（级配碎石）96.9825编织型土工布6.5175陡坡路堤及填挖交界路基处理换填级配碎石96.99土石混合料填筑9.225低填浅挖路基处理回填清宕渣36.2625利用方填筑9.1125沉降补偿填方24.4875改路、改河、改渠填筑改河、改渠、改路挖方挖土石方18.135路基填筑（包括填前压实）工程或费用名称备注：下浮25%挖除非适用材料（不含淤泥）16.0275挖除淤泥20.055总预算表第3页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)-l9685209-l-1m2483924664999.64-l-2m2309911423028513.65-l-3m2267763498842518.63-om523525660298108.12-pm180753379121186.95-qm3658831853048.35-rm3133524668126349.62-sm31306946525635.60-tm21964669173635.21207-14487692-am1619597929369.32-bm165363889763235.23207-3520873-am2223340697153.26-bm907180176198.65207-4266435-am3549266435485.31207-71448296-am3516256096496.31-bm32434.91192200489.63207-9118200-am591011820020.00207-10647344-bm10016040160.40钢筋混凝土管D40cm钢筋混凝土管120.3编制：复核：C20混凝土现浇边沟(平交口、改路及加沟加宽)367.2225坡体排水孔φ60mm打孔PVC管15C20混凝土急流槽（含跌水、防滑台等）363.9825现浇混凝土坡面排水结构物C25现浇混凝土排水沟372.2325M7.5浆砌片石（挖方边坡平台截水沟）114.945M7.5浆砌片石（挖方边坡坡顶截水沟、跌水）148.9875急流槽C25现浇混凝土挖方路基边沟（含盖板)276.99C20现浇混凝土填方路基排水沟176.4225截水沟换填素土26.7钢丝网片（直径3mm，网眼5cm×5cm）26.4075路基边沟D50cm素混凝土桩（C20素混凝土）140.2125换填清宕渣36.2625泡沫混凝土262.215土工格栅8080型10.2375钢塑土工格栅13.9725D40cm预应力管桩81.09工程或费用名称备注土工织物土工布7.23总预算表第4页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)-cm10020540205.40-dm675179037265.24-em10039805398.05-fm633391922619.15208-15477649-cm27974244853.26-dm2124614325990226.16-em240843217529853.26208-31817280-cm333081062761321.27-dm31934673748348.37-em358080771139.26208-41946521-am3341242915712.36-cm323821703606715.20208-81936161-am2171321754145102.39-bm402618201545.21208-91248733-am37958313081045.67-bm594717650729.68-c240918-c-1kg301091264584.20-c-2kg281231144614.07208-10659818HRB400钢筋3.0525坡面检修道编制：复核：直径22mm螺纹钢粘结锚杆22.26钢筋HPB300钢筋3.1525mm普通螺纹钢筋锚杆33.9075框格锚杆护坡C25现浇混凝土框格784.2525C25预制框格护坡（含挡水条）536.4柔性防护网柔性防护网76.7925碎石垫层104.445预制混凝土块护坡C25预制空心砖护坡534.27浆砌片石护坡M7.5浆砌片石加固带240.9525沿河塘M7.5浆砌片石护坡（含护坦、挡块）261.2775三维植被网护坡39.945喷播植草防护（填方路基）19.62厚层基材防护(挂网、植被材料、基材混合物t=8～10cm)39.945D80cm钢筋混凝土管298.5375D100cm钢筋混凝土管464.3625植物护坡工程或费用名称备注D50cm钢筋混凝土管154.05D60cm钢筋混凝土管198.93总预算表第5页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)-am36316598181045.67208-11496664-am34638158823.56-bm1006041507641.26209-112475047-am325442.77809382306.94-dm31827.615781386.35-em317623873135.64-fm31142323472283.25-gm32352.4885749376.53-hm31607.3306416190.64-im315055.872794848.35-j根119822240394186.98215-1m3909319314351.2816105642327.67302-11796332-am284137.33179633221.35304-137907719-am22369595325040.23-bm2577594.0753695446963.98304-322722755-am25302862272275542.85308-2m250957310599122.08308-3m252894523961214.53308-4m296634.62135622.21下封层3.3975防水粘结层（改性乳化沥青）1.6575编制：复核：水泥稳定碎石基层厚200mm32.1375黏层1.56水泥稳定碎石底基层厚200mm30.1725厚320mm47.985第300章路面碎石垫层厚150mm16.0125换填清宕渣36.2625松木桩（长5m，梢径不小于15cm）140.235M7.5浆砌片石河床铺底263.46C20片石混凝土基础212.4375C20混凝土基础282.3975干砌片石垫层142.98M7.5浆砌块石230.205砂砾垫层64.7625碎石垫层101.73直径16mm系统锚杆17.67直径25mm系统锚杆30.945砌体挡土墙工程或费用名称备注C25现浇混凝土检修梯道784.2525系统锚杆护坡总预算表第6页共15页01表项目节细目单位数量预算金额（元）技术经济指标各项费用比例(%)308-5m255094.665397311.87309-241784470-am296634.6582899960.32-bm25095733595547170.56311-137289312-am296634.6495445651.27-bm2511142.23233485663.26312-12424943-am2697365176693.47-bm2152091564854102.89-cm247053533113.90-dm21359154790113.90312-3148698-am2491414869830.26313-11611476-am313308.260645545.57-bm36539.71005021153.68313-21383747-am313198.142194331.97-bm2975469618049.86313-3m53430212544539.78313-5m38740.458186922748.25313-6m979.174214343.04313-7m211414177236.61314-1394261人行道砖27.4575排水管编制：复核：现浇混凝土加固土路肩（厚80mm）29.835C30混凝土预制块路缘石36.1875C30混凝土平石32.28中央分隔带回填土回填耕植土23.9775防渗土工布7.395培土路肩培土34.1775级配碎石115.26厚220mm（隧道汽车通道混凝土路面）85.4