1、总总预预算算表表第 1 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注：下下浮浮25%25%第100章至第700章合计55433121395.25第100章 总则251183124.32101-1保险费2198612-a按合同条款规定，提供建筑工程一切险总额121736122173612.001630209-b按合同条款规定，提供第三者责任险总额12500025000.0018750102-1竣工文件总额1380000380000.00285000102-2施工环2、保费总额115000001500000.001125000102-3安全生产费总额187297008729700.006547275102-5工程信息化管理系统（暂估价）总额115000001500000.001125000103-1临时道路、桥涵修建、养护与拆除(包括原道路、桥涵的养护费)总额135000003500000.002625000103-3临时供电设施的架设、拆除及维修总额120000002000000.001500000103-4电信设施的提供、维修与拆除总额15000050000.0037500103-5供水与排污设施总额1260000260000.00195000104-13、承包人驻地建设（含标准化工地建设）总额150000005000000.003750000第200章 路基17129324629.43202-1清理与掘除796594-a清理现场（含清除表土、砍树挖根、弃土外运等）m23375407965942.361.77202-2挖除旧路面505898-a水泥混凝土路面(18cm)m21468550589834.4525.8375202-3拆除结构物437430-a钢筋混凝土结构m31000356220356.22267.165-c砖、石及其他砌体结构m310008121081.2160.9075203-1路基挖方23769507-a挖土石方（含光面爆破）m4、38490872233947926.3119.7325编制：复核：总总预预算算表表第 2 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注：下下浮浮25%25%-c挖除非适用材料（不含淤泥）m34232190440021.3716.0275-d挖除淤泥m31965752562826.7420.055203-2改河、改渠、改路挖方457993-a挖土石方m31894145799324.1818.135204-1路基填筑（包括填前压实）9809223-d利用方填筑m365、23143.7757119612.159.1125-h沉降补偿填方m368546223802732.6524.4875204-2改路、改河、改渠填筑89987-a土石混合料填筑m373168998712.309.225204-3低填浅挖路基处理2454833-a回填清宕渣m342321204622048.3536.2625-b编织型土工布m2470214086128.696.5175204-4陡坡路堤及填挖交界路基处理3023795-a换填级配碎石m3215402785553129.3296.99-b土工格栅8050型m21803523824213.219.9075204-5桥、涵台背路基处理6、4335316-a结构物台背回填（级配碎石）m3195972534088129.3196.9825-b结构物台背回填（清宕渣）m31336964639148.3536.2625-c结构物台背回填（C20混凝土垫层）m335841083264302.25226.6875-d复合土工膜m263067157311.358.5125205-1软土地基处理91746643-a抛石挤淤m31044578713575.3656.52-b级配碎石垫层m313950718039650129.3196.9825-d预压与超载预压m31605151208999075.3256.49-hD50cm水泥搅拌桩（双向）m7、9396813596159238.2728.7025编制：复核：总总预预算算表表第 3 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-l土工织物9685209-l-1土工布m2483924664999.647.23-l-2土工格栅8080型m2309911423028513.6510.2375-l-3钢塑土工格栅m2267763498842518.6313.9725-oD40cm预应力管桩m523525660298108.1281.09-pD50cm素混凝土桩（8、C20素混凝土）m180753379121186.95140.2125-q换填清宕渣m3658831853048.3536.2625-r泡沫混凝土m3133524668126349.62262.215-s换填素土m31306946525635.6026.7-t钢丝网片（直径3mm，网眼5cm5cm）m21964669173635.2126.4075207-1路基边沟4487692-aC25现浇混凝土挖方路基边沟（含盖板)m1619597929369.32276.99-bC20现浇混凝土填方路基排水沟m165363889763235.23176.4225207-3截水沟520873-aM7.5浆9、砌片石（挖方边坡平台截水沟）m2223340697153.26114.945-bM7.5浆砌片石（挖方边坡坡顶截水沟、跌水）m907180176198.65148.9875207-4急流槽266435-aC20混凝土急流槽（含跌水、防滑台等）m3549266435485.31363.9825207-7现浇混凝土坡面排水结构物1448296-aC25现浇混凝土排水沟m3516256096496.31372.2325-bC20混凝土现浇边沟(平交口、改路及加沟加宽)m32434.91192200489.63367.2225207-9坡体排水孔118200-a60mm打孔PVC管m59101182010、020.0015207-10钢筋混凝土管647344-bD40cm钢筋混凝土管m10016040160.40120.3编制：复核：总总预预算算表表第 4 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-cD50cm钢筋混凝土管m10020540205.40154.05-dD60cm钢筋混凝土管m675179037265.24198.93-eD80cm钢筋混凝土管m10039805398.05298.5375-fD100cm钢筋混凝土管m633391922619.111、5464.3625208-1植物护坡5477649-c三维植被网护坡m27974244853.2639.945-d喷播植草防护（填方路基）m2124614325990226.1619.62-e厚层基材防护(挂网、植被材料、基材混合物t=810cm)m240843217529853.2639.945208-3浆砌片石护坡1817280-cM7.5浆砌片石加固带m333081062761321.27240.9525-d沿河塘M7.5浆砌片石护坡（含护坦、挡块）m31934673748348.37261.2775-e碎石垫层m358080771139.26104.445208-4预制混凝土块护坡1912、46521-aC25预制空心砖护坡m3341242915712.36534.27-cC25预制框格护坡（含挡水条）m323821703606715.20536.4208-8柔性防护网1936161-a柔性防护网m2171321754145102.3976.7925-b25mm普通螺纹钢筋锚杆m402618201545.2133.9075208-9框格锚杆护坡1248733-aC25现浇混凝土框格m37958313081045.67784.2525-b直径22mm螺纹钢粘结锚杆m594717650729.6822.26-c钢筋240918-c-1HPB300钢筋kg301091264584.2013、3.15-c-2HRB400钢筋kg281231144614.073.0525208-10坡面检修道659818 编制：复核：总总预预算算表表第 5 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-aC25现浇混凝土检修梯道m36316598181045.67784.2525208-11系统锚杆护坡496664-a直径16mm系统锚杆m34638158823.5617.67-b直径25mm系统锚杆m1006041507641.2630.945209-1砌体挡土墙114、2475047-aM7.5浆砌块石m325442.77809382306.94230.205-d砂砾垫层m31827.615781386.3564.7625-e碎石垫层m317623873135.64101.73-fC20片石混凝土基础m31142323472283.25212.4375-gC20混凝土基础m32352.4885749376.53282.3975-h干砌片石垫层m31607.3306416190.64142.98-i换填清宕渣m315055.872794848.3536.2625-j松木桩（长5m，梢径不小于15cm）根119822240394186.98140.235215-15、1M7.5浆砌片石河床铺底m3909319314351.28263.46第300章 路面16105642327.67 302-1碎石垫层1796332-a厚150mmm284137.33179633221.3516.0125304-1水泥稳定碎石底基层37907719-a厚200mmm22369595325040.2330.1725-b厚320mmm2577594.0753695446963.9847.985304-3水泥稳定碎石基层22722755-a厚200mmm25302862272275542.8532.1375308-2黏层m250957310599122.081.56308-3下封16、层m252894523961214.533.3975308-4防水粘结层（改性乳化沥青）m296634.62135622.211.6575编制：复核：总总预预算算表表第 6 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注308-5抛丸处理m255094.665397311.878.9025309-2中粒式沥青混凝土41784470-a厚60mm桥面、隧道路面铺装（AC-20C）m296634.6582899960.3245.24-b厚70mm（AC-20C）m2517、095733595547170.5652.92311-1细粒式改性沥青混合料路面（玄武岩）37289312-a厚40mm桥面、隧道路面铺装（AC-13C）m296634.6495445651.2738.4525-b厚50mm（AC-13C）m2511142.23233485663.2647.445312-1水泥混凝土面板2424943-a厚180mm（改路及平面交叉路面）m2697365176693.4770.1025-b厚200mm（改路及平面交叉路面）m2152091564854102.8977.1675-c厚200mm（隧道混凝土人行横道路面）m247053533113.9085.42518、-d厚220mm（隧道汽车通道混凝土路面）m21359154790113.9085.425312-3泥结碎石路面148698-a厚150mmm2491414869830.2622.695313-1培土路肩1611476-a培土m313308.260645545.5734.1775-b级配碎石m36539.71005021153.68115.26313-2中央分隔带回填土1383747-a回填耕植土m313198.142194331.9723.9775-b防渗土工布m2975469618049.867.395313-3现浇混凝土加固土路肩（厚80mm）m53430212544539.7829.819、35313-5C30混凝土预制块路缘石m38740.458186922748.2536.1875313-6C30混凝土平石m979.174214343.0432.28313-7人行道砖m211414177236.6127.4575314-1排水管394261 编制：复核：总总预预算算表表第 7 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-cD30cm钢筋混凝土管m3618.4394261108.9681.72314-2纵向排水槽m94832026043213.20、65160.2375314-3C25混凝土集水井座2245251412344.381758.285314-4中央分隔带渗沟1165512-aD10cmHDPE双壁波纹管m1874655057029.3722.0275-bD20cmHDPE双壁波纹管m814661494275.4956.6175314-7C25现浇混凝土（急流槽、消力槽、洞口压顶、沉淀池等）m3203.937201151986.34739.755314-8砖砌井401519-a1000砖砌雨水井座8172162152.001614-b砖砌雨水口座1311230863.85647.8875-c电缆井座3193730741169.521、1877.1325314-910镀锌钢管m7099871189122.7292.04第400章 桥梁、涵洞16085417827.64 403-1基础钢筋（包括灌注桩、承台、桩间系梁、沉桩、沉井等）8263585-a光圆钢筋（HPB300）kg260074.2611235214.323.24-b带肋钢筋（HRB400）kg1704072.6871400654.193.1425403-2下部结构钢筋7621849-a光圆钢筋（HPB300）kg83584.283744584.483.36-b带肋钢筋（HRB400）kg1689368.7472473924.293.2175403-3上部结构钢筋322、5383753-a光圆钢筋（HPB300）kg1355543.861270584.523.39-b带肋钢筋（HRB400）kg5664308.48248096714.383.285-cD10冷轧带肋钢筋焊接网kg65687244470236.775.0775403-4附属结构钢筋6408454-a光圆钢筋（HPB300）kg92430.6354325754.683.51编制：复核：总总预预算算表表第 8 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-b带肋钢筋（23、HRB400）kg1330930.659758784.493.3675404-1基础挖方m3188912299365.1148.8325405-1钻孔灌注桩(m)31094319-a1.0mm1829.9511804917986.32739.74-b1.2mm10735.261128648151198.37898.7775-c1.5mm8874.53146721721653.291239.9675-d1.6mm135.62734182016.361512.27-e1.8mm613.614789972410.361807.77405-4声测管1647223-aSPP54*3-Q高强钢塑声测管m624、7316.01164722324.4718.3525410-1混凝土基础（包括支撑梁，桩基承台、桩间系梁但不包括桩基）1465608-aC25混凝土m32804.271244395443.75332.8125-bC30混凝土m3447.8221213494.00370.5410-2混凝土下部结构（台帽、盖梁、耳背墙、墩柱、墩间系梁、台身、侧墙、垫石、挡块）7975101-aC25混凝土m31522.21918167603.18452.385-bC30混凝土m310637.137009550658.97494.2275-cC50混凝土m364.2247385737.85553.3875410-525、上部结构现浇整体化混凝土(横隔板、绞缝、拼接缝、纵横向湿接头、墩顶连续）5267043-aC50混凝土m34848.3452670431086.36814.77410-6现浇混凝土附属结构4925753-aC30混凝土m36028.044925753817.14612.855411-5后张法预应力钢绞线10398986-as15.2高强低松驰钢绞线kg1018509.9231039898610.217.6575编制：复核：总总预预算算表表第 9 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用26、比比例例(%)(%)备备注注411-7现浇预应力混凝土上部结构3549578-aC50混凝土（支架现浇）m32101.235495781689.311266.9825411-8预制预应力混凝土上部结构16679959-aC50混凝土（空心板）m35097.94606259903.56677.67-bC50混凝土（小箱梁）m31649.220378671235.67926.7525-cC50混凝土（T梁）m38320100358341206.23904.6725413-5桥梁锥坡471604-aM7.5浆砌片石锥坡m31321.5471604356.87267.6525415-2水泥混凝土桥面铺27、装(C50,厚10cm)m255094.6311229456.4942.3675415-4桥面排水100525-a泄水管套10543944137.4228.065-bDN160UPVC管m3102.36108419.6914.7675415-5防抛网m32463753196.77147.5775416-1矩形板式橡胶支座245604-aGJZ 20020035个548749162.02121.515-bGJZ 20025042个576139980243.02182.265-dGJZF4 15020037个28861186212.45159.3375-eGJZF4 20020037个12635628、91283.26212.445416-2圆形板式橡胶支座732183-aGYZ 20041个243576149.00111.75-bGYZ 25041个30671234232.79174.5925-cGYZ 30052个792336719425.15318.8625-dGYZ 35063个9667304701.08525.81-eGYZF4 20037个16837356222.36166.77-fGYZF4 25043个414167165403.78302.835编制：复核：总总预预算算表表第 10 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算29、金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-gGYZF4 25065个8048830610.38457.785416-4盆式支座2649841-aGPZ(2009)1.5GD个234221711.001283.25-bGPZ(2009)1.5DX个1092548112337.721753.29-cGPZ(2009)1.5SX个1593118931961.591471.1925-dGPZ(2009)2.0GD个494842371.001778.25-eGPZ(2009)2.0DX个18562203123.332342.4975-fGPZ(2009)2.030、SX个18471932621.831966.3725-gGPZ(2009)2.5GD个521549472979.752234.8125-hGPZ(2009)2.5DX个1907329043857.392893.0425-iGPZ(2009)2.5SX个1685532583293.202469.9-jGPZ(2009)3.0GD个4172554313.753235.3125-kGPZ(2009)3.0DX个12592874940.583705.435-lGPZ(2009)3.0SX个9410804564.443423.33-qGPZ(2009)5.0SX个8670778384.636288.4731、25-rGPZ(2009)10.0SX个418399145997.7534498.3125-sGPZ(2009)17.0GD个215701978509.5058882.125417-2模数式伸缩装置2426544-a60型伸缩缝m938.110631861133.34850.005-b80型伸缩缝m136.51987291455.891091.9175-c160型伸缩缝m313.611646293713.742785.305419-1单孔钢筋混凝土圆管涵2023152-a1-0.6mm20213621068.10801.075-b1-1.0mm116.51644631411.701058.7732、5-c1-1.2mm313.435411871726.661294.995编制：复核：总总预预算算表表第 11 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-d1-1.5mm575.2812961402253.061689.795420-1钢筋混凝土盖板涵1183044-a1-2.01.5m9548986099.784574.835-b1-2.02.0m130.275799704452.063339.045-e1-3.03.0m47.963992368324.333、56243.2625-f1-4.02.0m151489409929.337446.9975420-2钢筋混凝土箱涵3608569-c1-4.03.0m32.8142972013097.239822.9225-e1-6.03.0m36.382274922665.2616998.945-f1-6.03.5m25.559255723237.5317428.1475-g1-6.03.7m82.95176354321260.3115945.2325420-3钢筋混凝土盖板通道涵3432862-b1-4.02.5m32.4356116617303.9212977.94-c1-4.03.0m125.092834、7169622957.0417217.78 第500章 隧道360090546.19 502-1洞口、明洞开挖284708-a挖运土石方m31090028470826.1219.59502-2防水与排水70960-aM7.5浆砌片石截水沟m317868875386.94290.205-c洞门引水管300混凝土管m172085122.6591.9875502-3洞口坡面防护126165-bC20喷射混凝土m39672305753.18564.885-c洞背绿化植草m21440131049.106.825-d22锚杆m8552670231.2323.4225编制：复核：总总预预算算表表第 12 页35、 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-eE6钢筋焊接网kg2745140545.123.84502-4洞门建筑604224-aC20混凝土墙身（含帽石）m3486283012582.33436.7475-b粗面花岗岩砌块(60*30*25cm)m31203212112676.762007.57502-5明洞衬砌1163579-aC30自防水混凝土(P8)m31035605040584.58438.435-b光圆钢筋（HPB300）kg2570912031836、4.683.51-c带肋钢筋（HRB400）kg584872550034.363.27-dC10混凝土调平层m36123605386.97290.2275-eC15片石混凝土仰拱填充m3422159613378.23283.6725502-7明洞回填525128-a回填土石方m3243511222946.0934.5675-b墙背填充（M7.5浆砌片石）m31157412899356.87267.6525503-1洞身开挖8596624-b石方m3612958596624140.25105.1875503-2超前支护2040479-a砂浆锚杆（22螺纹钢筋）m4246.64912790930.37、1222.59-c管棚1617712-c-11086mm钢管m2367.52658928278.32208.74-c-21506mm钢管m2295.114958784417.75313.3125-d超前小导管（424）m5174.7629485856.9842.735503-3喷锚支护7064644-bC20喷射混凝土m334642660941768.17576.1275-c注浆锚杆1476726-c-1255mm先锚后灌式中空注浆锚杆m29411147672650.2137.6575编制：复核：总总预预算算表表第 13 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单38、单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-e钢筋网（E6定型钢筋焊接网）kg644023625835.634.2225-f型钢拱架kg36007321640396.014.5075-g钢筋格栅拱架kg54396.044003557.365.52504-1洞身衬砌8018115-bC30防水混凝土(P8)m3100286153582613.64460.23-d光圆钢筋（HPB300）kg1182015531814.683.51-e带肋钢筋（HRB400）kg30076913113534.363.27504-2仰拱、铺底混凝土94339、318-aC15片石混凝土仰拱填充m33074943318306.87230.1525504-3边沟、电缆沟958033-aC30钢筋混凝土电缆沟、路缘石m37098041191134.16850.62-bC30预制钢筋混凝土盖板m3130.0961539141183.08887.31504-4洞室门101563-a行人横洞卷帘门个210156350781.5038086.125504-5洞内路面1297462-aC40混凝土底板厚240mm（混凝土弯拉强度5MPa）m25713.75739474129.4297.065-d混凝土垫层256923-d-2C20混凝土垫层厚150mmm2303340、.33325692384.7063.525-eD8冷轧带肋钢筋焊接网kg44470.53010656.775.0775505-1防水与排水1870953-a防水层545635-a-1SBS改性沥青防水卷材（2.5mm）m211055732751.8838.91-a-2隧道专用防水卷材（1.2mm）m21544348830831.6223.715-b土工布（400g/m2）m21544319504512.639.4725-c止水带126904 编制：复核：总总预预算算表表第 14 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术41、术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注注-c-1中埋式橡胶止水带（2706mm）m23931230130.6798.0025-c-2背贴式塑料止水带（3004mm）m16709567457.2942.9675-d带注浆管遇水膨胀橡胶止水条（3014mm）m14319604967.1250.34-h排水管120939-h-150mmHDPE波纹管m39218057720.5515.4125-h-2100mmHDPE波纹管m15594036325.8919.4175-i钢筋混凝土管116514-i-1300预制离心钢筋混凝土（厚50mm）m74296586130.1797.642、275-i-2150预制离心钢筋混凝土（厚30mm）m18119928110.1082.575-j预制钢筋混凝土路缘圆形排水沟m1384414259299.32224.49-k中央暗井29398-k-1中央暗井（洞内6030）座2816932604.71453.5325-k-2中央暗井（洞口6060）座2124666233.004674.75-l沉砂井（6025）座552262104112.913084.6825506-2洞内装饰工程754430-a镶贴瓷砖（外墙釉面砖）m23488529025151.67113.7525-b衬砌涂层（深色涂料）m21025522540521.9816.48543、508-1监控量测95000-a必测监控量测总额16000060000.0045000-b选测监控量测总额13500035000.0026250510-1预埋件460039-f金属电缆保护管94376-f-1LV-5-50可挠金属电缆保护管m53009206117.3713.0275-f-2LV-5-63可挠金属电缆保护管m120231519.2914.4675-g接线盒86253 编制：复核：总总预预算算表表第 15 页 共 15 页01表项项目目节节细细目目工工程程或或费费用用名名称称单单位位数数量量预预算算金金额额（元元）技技术术经经济济指指标标各各项项费费用用比比例例(%)(%)备备注44、注-g-11501801001.2mm接线盒只47286253182.74137.055-h接线盒连接器64228 接线盒连接器（BG-50)只11406347555.6841.76-h-2接线盒连接器（BG-63)只1275362.7547.0625-i镀锌钢管189513-i-1804镀锌钢管m30237061122.7292.04-i-21144镀锌钢管m840152452181.49136.1175-jHBB100/8 玻璃钢电缆保护管m160526932.9324.6975-k风机预埋钢件kg79964248.046.03-l1274钢管及连接件kg1785139777.835.8725510-2消防设施1033630-d高位消防水池1033630-d-1400立方米高位消防水池（11.411.4m3.5m）座110336301033630.00775222.5已包含在清单合计中的材料、工程设备、专业工程暂估价合计15000000.26 清单合计减去材料、工程设备、专业工程暂估价合计55283121394.99 计日工合计 劳务 材料 施工机械 暂列金额（不含计日工总额）276415614.75 投标报价581972773100.00 编制：复核：