高速公路年清单+成本分析

1、成成本本价价汇汇总总表表序 号章 次科 目 名 称中标价(元)成本价(元)利润=（中标价-成本价）*100/中标价人工材料机械人材机合计税金成本价合计1100清单 第100章 总则49720457497204570.02200清单 第200章 路基41196799069515768877110451938733533511001671197251636307268211.93300清单 第300章 路面451089063462627723772600973667100125048379214815.94400清单 第400章 桥梁、涵洞47004828174683238248770876494

2、305063728846201271536638559998618.05500清单 第500章 隧道179858233370339018062808231707894149369877509351315446339014.16600清单 第600章 安全设施及预埋管线7700清单 第700章 绿化及环境保护5335914407240129605480231638496616.98第100章至700章清单合计11161592101818819394199063932752814558770697872990808095669832414.2879目标价=1116159210*（1-0.23）85

3、9442592发包方抽走13%，另计划10%利润分成，合计23%10设人工机械再下浮x，则（181881939+275281455）x+420233803+29919244=859442592，解得x=0.9，即人工、机械费用再下浮10%才能达到目标价。第 2 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计100100章章101-1保险费-a按合同条款规定，提供建筑工程一切

4、险总额1.000333838133383813338381-b按合同条款规定，提供第三者责任险总额1.000270002700027000102-1竣工文件总额0-a竣工文件总额1.0000102-2施工环保费总额0-a施工环保费总额1.0000102-3安全生产费0-a安全生产费总额1.000164452291644522916445229103-1临时道路修建、养护与拆除（包括原道路的养护费）0-a临时道路修建、养护与拆除（包括原道路的养护费）总额1.000100089491000894910008949103-2临时占地0-a临时占地亩1.000841332084133208413320

5、103-3临时供电设施总额0-a设施架设、拆除总额1.000207486720748672074867-b设施维修月1.0000103-4电讯设施的提供、维修与拆除总额1.000268954268954268954第 3 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计104-1承包人驻地建设标准化0-a承包人驻地建设标准化总额1.0000105-1施工标准化总额0-a场、站

6、、驻地建设标准化总额1.000794375779437577943757-b施工现场标准化（含施工工艺、工序流程、施工标识等）总额1.0000-c管理标准化（含内业资料等）总额1.0000-d视频监控信息化建设标准化（含无线视视频监控等）总额1.000800000800000800000-e工程项目管理系统建设标准化（含各类软件系统等）总额1.000200000200000200000-f其他标准化要求总额1.0000-g采集和联网监控系统（含压力机数据、拌和站智能张拉）总额1.000200000200000200000合计4972045749720457200200章章201-1清理与掘除（

7、含砍树、挖根、清理孤石）-a清理现场m24249715.7424393340.22.72.984994011474221232416420251274441203-1路基挖方0000000-a挖土方(包含5Km以内运费)m332736759.79320492780.97.98.829463080258620332880834098236429790704-b挖石方(包含5Km以内运费)m3477401029.3414006945321.81922.895480208593218907061901088474283711697112559125第 4 页，共 22 页成成本本分分析析表表子子目目

8、号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-c挖除非适用材料（包括淤泥）(包含5Km以内运费)m39605813.4312900590.59.810.3480290941368989397337381023136-e土石方超运(5km以上的挖方、弃方、借方)m3km43479831.5165654541.21.200521758052175801779195395499203-2改河、改渠、改路挖方0000000

9、-a挖土方(包含5Km以内运费)m3547347.884313040.95.96.849261032293137219112692384883-b挖石方(包含5Km以内运费)m31118727.52307866217192237401901792125537248219801204-1路基填筑（包括填前压实）0000000-g结构物台背回填m3118633.64398971522.8340.81779027041355848389165050039-i利用土方及软石填方m342552475.41230208860.24.8585104902042518621276235725520220017

10、55-j利用石方填方（次坚石、坚石）m348737111.4455755241.267.25848450292422635090711196593628731-k利用隧道洞渣填方m329061211.1232316051.267.2348734017436722092406713512163757-l借土填方(借土及软石填方)(含5Km以内运费)m31120715.611749410.913.414.31008601501741602605465165725-m借石填方(含5Km以内运费)m3100045.14451403.91.821.427.139001800214002710092428

11、024-n4回填96区填料（结构物台背回填）m36463217.8711549740.913.414.358169086606992423831517955754-n6回填无砂大孔混凝土（结构物台背回填）m3100292.592925924308333524003080030033500114234642-n10回填水泥稳定碎石（结构物台背回填）m31315266.133499612168151852630220920197252432758296251571-n12回填级配碎石（结构物台背回填）m330011112.21336753415683864501652040748900332580

12、946880102668956-o1锥坡及台前溜坡填土m310033.643364209332200090030032001093309-o2锥坡及台前溜坡填碎石m3100172.99172993581101263500810010001260043013030第 5 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-z1路床冲击增强补压m21088583.724049522

13、.46.58.92612590707577968836330371001874-z2路基冲击增强补压m28809543.7533035782.46.58.921142900572620178404912673618107851-z3路基强夯增强补压m2136800823.42320387477.215.522.7984965802120412431053782105893432112716204-2改河、改渠、改路填筑0000000-d利用土及软石填方m3254.321080.24.85501201254129-e利用石填方（次坚石、坚石）m31009.169161.267.212006007

14、2025745-g借土填方(借土及软石填方)(含5Km以内运费)m310014.0714070.913.414.390013401430491479-jM7.5浆砌片石m3100306.67306678016824880001680002480084625646204-3半填半挖、填挖交界加筋处治0000000-c土工格栅（双向50KN）m25466514.147729632.3810.3125730437320056305019200582249205-1软土地基处理0000000-l土工布m21009.449442.34.56.8230450068023703-m强夯m24811023.4

15、211267367.215.522.734639207457051092097372411129338-s1填片石m310096.39963916683871600680030087002978997-s2填碎石m3100112.211122116703891600700030089003039203205-3岩溶洞回填0000000-a填C15混凝土m313342.85445752983033365387439043291484477-d填碎石土m310051.885188532375003200037001263826第 6 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名

16、 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-e填碎石m3100112.2111221579845007900084002868686-h填片、块石m310096.39963956810835006800100083002838583-iC15片石混凝土m3100299.4429944302291026930002290010002690091727817-jM30水泥砂浆m3100467.7046770539810413500398

17、00100041300140842708-k钢筋kg1005.095090.63.84.460380044015455-m22砂浆锚杆m10043.3543358.41113.232.68401100132032601113371207-1边沟0000000-bM7.5浆砌片石m314051313.14439993010016826814051002360568037656681284093894077-fC25混凝土m319545697.04136236472203285484299900641076001071066036523411075894207-2排水沟0000000-bM7.5浆

18、砌片石m37026320.542252114100168268702600118036801882968642091947177-dC15片石混凝土m31255635.41797440220228448276100286140056224019172581412-gC25混凝土m31650697.041150116220328548363000541200090420030833935033-h钢筋kg572245.363067210.63.84.43433421745102517868586260371207-3截水沟（包括平台排水沟）0000000-bM7.5浆砌片石m313275335.

19、56445455910016826813275002230200035577001213183679018-eC20混凝土预制块m385783.36665862203185381870027030045730155947289207-4急流槽0000000第 7 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-bM7.5浆砌片石m33160326.3810313618016

20、8248252800530880078368026723810403-eC20混凝土m3733696.67510659220318538161260233094039435413447407801-fC25混凝土m37717.86502522032854815402296038361313967-hC20混凝土预制块m337979.433623922031853881401176601990667920585-j钢筋kg9355.3750210.63.84.45613553041141404254207-5路基盲沟、路基渗沟0000000-k碎、砾石渗沟(500600)m17089120.60

21、2060933850563136712854450854451076607367121113319-a3碎、砾石渗沟（400mm600mm）m88103.289089852565704457644057201955915-c1碎、砾石渗沟(600800)m36762153.645648114868581294096249981618381029777221015403079262-b4碎、砾石渗沟(500500)m18138110.892011323853566145104961314906901197108408211237929207-6路基纵向排水涵0000000-b50cm钢筋混凝土排

22、水涵m44591.14260106015320233264067328801025235010602208-1植物护坡0000000-b挂三维植被网草灌混喷m215420544.47685749610192311542050292989530841047803551630104943365-d挂镀锌铁丝植被网草灌混喷m214326582.70118480161042.8254.81432650613174228653078509222677168118638-a1喷播植草m238484313.215083776181.510.5384843307874457726540408521377934

23、178645208-3浆砌片石护坡及骨架0000000-a1M7.5浆砌片石护坡m38487302.662568675100168268848700142581602274516775612352077第 8 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-b1M7.5浆砌片石骨架m338713342.111324410412016828846455606503784011

24、14934438019311529537208-4预制混凝土块护坡及骨架0000000-a2C20砼预制块(含空心砖、红砖)护坡m31837865.33158961128031859851436058416601098526374601135986208-5护面墙0000000-aM7.5浆砌片（块）石m385327.192781110016826885001428002278077723557209-1挡土墙0000000-a2M7.5级浆砌片石m37367323.912386245100168268736700123765601974356673262041682209-3混凝土挡土墙00

25、00000-b钢筋kg492715.292606440.63.84.42956318723002167927393224185-a2C25混凝土m3720520.58374818180328508129600236160036576012472378232-a4C40混凝土m3364640.322330761803685486552013395201994726802206274-a5C15混凝土m36492.002952120296416720177602496852581-d1C15片石混凝土m3711465.8833124118022840812798016210802900889892

26、299980-d3C20片石混凝土m333634492.72165721441802384186054120800489201405901247941214538424212-2挂网锚喷混凝土防护边坡（全坡面）0000000-aC20厚100mm喷混凝土防护边坡m2581075.574390628.53116.556493851801109586532536011095336455-e锚杆m100043.29432901218265612000180002600056000191057910212-3喷混凝土0000000第 9 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名

27、 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-aC20厚100mm喷混凝土m210075.5775578.531.816.556.88503180165056801945874213-1预应力锚索0000000-a415.24mm1860级无粘结预应力锚索m100357.0835708124.5146.4151.7422.712454146441517242269144143711-b615.24mm1860级无粘结预应力锚索m501

28、30376.1218854896129.3161.6152.5443.46483413810080776427202222694075793922984879215-5浆砌片石锥坡（M）0000000-a浆砌片石锥坡（M7.5）m3533301.79160854100168268533008954401428444871147715216-1锚杆格梁（框架）、锚索框架0000000-bC30混凝土m316886656.1911080424350468658835910100790264810975901491033850844315418781-c光圆钢筋（HPB300）kg3525865.7

29、420238440.63.84.4211552133982701551378529021604280-d带肋钢筋（HRB400）kg19714005.68111975520.63.84.411828407491320086741602957898969949-e锚杆m8714475.0965436431218265610457281568592226574448800641664105046474217-2挂主动柔性网（钢丝绳网）防护边坡0000000-a挂主动柔性网（钢丝绳网）防护边坡m2500105.515275517824103850041000200051500175653256217

30、-7挂被动柔性网（拦石网）0000000-a挂被动柔性网（拦石网）m2100136.691366916736951600730060095003249824218-1坡体排水0000000-b110mm深层导水孔m30114.2124.933762167281672116843198481827216822234932471191203612367合合计计411967990411967990695157686951576887711045877110451938733531938733533511001673511001671197251611972516363072682363072682第

31、 10 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计300300章章304-3水泥稳定碎石基层0000000-b5%水泥稳定上基层厚200mmm22661239.8810612871.2362.539.731934958032665301056496360271092523304-5搭板、埋板下水泥稳定碎石0000000-a搭板、埋板下水泥稳定碎石m3135104.901

32、4162618612.5204.58102511016882760894128549306-1级配碎石底基层0000000-c厚160mmm22763718.615143250000000306-2搭板、埋板下级配碎石底基层0000000-a搭板、埋板下级配碎石底基层m3174116.7320311618612.5204.5104432364217535583121336796312-1水泥混凝土面板0000000-d厚220mm（混凝土弯拉强度4.5MPa）m22636785.24224752320553785273401450185791012056626701312126757313-1

33、培土路肩0000000-b路肩培土m3138517.9424847581369251108001800561418619314-1排水管0000000-gHDPE双壁波纹管（300mm）m2209.07283.3062583030133502136627229380611045447053216045486577315-1泥结碎石路面0000000-b泥结碎石路面（厚200mm）m210026.0526053181.522.530018001502250772327合合计计4510890451089063462663462627723772772377260097260097366710036

34、6710012504812504837921483792148第 11 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计400400章章401-3永久性观测点0000000-a永久性观测点总额1732595.007325957325957325950732595073259524981757576403-1基础钢筋（包括灌注桩、承台、沉桩、沉井等）0000000-a光圆钢筋（

35、HPB300）kg4859295.1825171120.63.84.4291557184653002138088729092210996-b带肋钢筋（HRB400）kg52676055.11269174620.63.84.431605632001689902317746279035123967813403-2下部结构钢筋0000000-a光圆钢筋（HPB300）kg4453335.3723914380.63.84.4267200169226501959465668182026283-b带肋钢筋（HRB400）kg85482235.34456475110.63.84.45128934324832

36、47037612181128257538894757-c下构钢筋焊网kg182036.221132231.24.35.5218447827301001173414103530403-3上部结构钢筋0000000-a光圆钢筋（HPB300）kg1511235.408160640.63.84.490674574267066494122674687616-b带肋钢筋（HRB400）kg126865245.46692684210.63.84.4761191448208791055820706190348657724192-c钢筋焊网kg1876838624.35.522522

37、06807040301032260935200110674610-d其他钢材kg3704376.16228189214.45.4370437162992302000360682122068572-d1精轧螺纹钢kg14619814.1520687021.85.929.72631568625682923961418121483581466479403-4附属结构钢筋(护栏、搭板、挡块、垫石等)0000000-a光圆钢筋 （HPB235、HPB300）kg2405225.4713156550.63.84.414431391398401058297360881094385第 12 页，共 22 页成

38、成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-b带肋钢筋 （HRB335、HRB400）kg8173665.4944873390.63.84.44904203105991035964101226383719048-c防落网m22275161.8336816310932012322750211575455002798259542289367-e其他钢材kg373285.382008250.6

39、4.34.92239716051001829076237189144404-1挖土石方0000000-a挖土石方m369518.823.86165871921719139038011818201320857450411365898405-1钻孔灌注桩0000000-d桩径D150cmm25122709.8468071184151418657249010424803562016165038462548802132916468171-e桩径D180cmm20263916.097933998484181080030949805843667060162080062684442137546482198-

40、f桩径D200cmm29754819.1514336971567246392539551686825732742527518751176612540122512167350-g桩径D220cmm817.46915.815652983663308110374781541936251840984764439079891332624041252-i桩径D250cmm315511848.2637381260114345294387100593606165142889951384098531736145108220332818348407-1挖孔灌注桩0000000-b桩径D120cmm4121474.

41、42607461304103615714971252484268326468461676421032637796-d桩径D150cmm22761903.37433207040614092082023924056320688447340846043481570084761356-f桩径D180cmm8352848.5523785395391830292266145006515280502438202221935757682297703-g桩径D200cmm5823540.2120604026602493372352538412014509262165042051550699582121508-h

42、桩径D220cmm3284208.6213804278063104453436326436810181121485841431064487991479863410-1混凝土基础（包括支撑梁、桩基承台，但不包括桩基）0000000第 13 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-a3C25混凝土m31669396.656620099032041015021053408

43、0068429023334707624-a4C30混凝土m3103691213.921258713633033035010103421770342177036291501047269035711910829809410-2混凝土下部结构0000000-a1C25混凝土m33449571.5719713451203106049041388010691902069401690010576291747639-a2C30混凝土m330318651.29197458101503306054045477001000494018190801637172055827616929996-a4C40混凝土m319

44、6491388.6227284994220386.5150756.54322780759433929473501486446950687815371347410-3现浇混凝土上部结构(非预应力)0000000-a3C40混凝土m323961113.7226684732208003010505271201916800718802515800857892601589410-5上部结构现浇整体化混凝土0000000-a2C50混凝土m37055929.676558822325400657902292875282200045857555734501900555763505410-6现浇混凝土附属结构(

45、护栏、搭板、挡块、垫石等)0000000-a4C30混凝土m31581471.317451411203305455189720521730790571935524530743885-a6C40混凝土m36267678.7842539141803605545112806022561203133534155151164693531984-a7C50混凝土m3228761.001735082204005625501609120011401425004859147359411-5后张法预应力钢绞线0000000-a后张法预应力钢绞线s15.2kg236735712.35292368591.25.439

46、.628408281278372871020712272662777497823501605411-7现浇预应力混凝土上部结构0000000-a3C50混凝土m3107541441.53155022143254002659903495050430160028498101064646036304411009504第 14 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计411-

47、8预制预应力混凝土上部结构0000000-a3C50混凝土m3420741249.56525739873104101208401304294017250340504888035342160120516836547328413-1附属工程0000000-bM5，M7.5，M10级浆砌片石m34092301.79123492510016826840920068745601096656373961134052-dC20混凝土锥坡护脚墙m324502.92120701203184382880763201051235810870413-5混凝土附属结构(锥坡、挡土墙、护坡、导流构造物等)0000000-

48、a2C20混凝土m31676502.93842911120318438201120532968073408825032759120415-2水泥混凝土桥面铺装（C，厚mm）m20000000-b水泥混凝土桥面铺装（C50防水混凝土）m39492668.876348914150448306281423800425241628476059609762032696164245415-3防水层（厚mm）0000000-a水性渗透性无机防水剂涂层m29456020.50193848075.7512.7566192054372001205640411121246752416-1矩形板式橡胶支座000000

49、0-e20020040mm个791120.079497530801102373063280087010296789977416-2圆形板式橡胶支座0000000-b3GYZ30074mm(NR)个924392.3436252230261.5291.52772024162602693469185278531-c2GYZ45099(NR)个7021181.0082906230786.9816.921060552379057343919554592993-c4GYZ40069mm(NR)个232650.3615088430433.3463.3696010053001074903665111156-d

50、1GYZ500110mm个3601620.03583211301079.41109.410800388575039937513619412994第 15 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-d3GYZ650150mm个63733.1722399302525.72555.71801515401533452315857-d4GYZ750194mm个46428.752

51、5715304283.24313.21201713301725358817841-d5GYZ800171mm个196447.11122495304295.54325.557081615082185280384987-f3GYZF430065mm个504840.6042366250390.3440.32520019673202219327568229500-g5GYZF445086mm(NR)个2962502.41740713501162.01212.014800343957035875712234370990-h1GYZF4500112mm个44023.2516093501868.31918.

52、32007473076732627935-h3GYZF450092mm个1703304.93561838501534.71584.7850026089502693959186278581-i1GYZF4550113mm个44911.7519647502280.82330.82009123093233189641-j1GYZF4600113mm个185845.44105218502714.42764.490048859049759169751455416-4盆式支座0000000-e-1GPZ(）4.0DX（单向）个46724.2526897245401624045019801606496018

53、00461418618-e-2GPZ(）4.0SX（双向）个45488.502195424550442405529980201769602211675422870420-2钢筋混凝土盖板（含搭板）0000000-cD10带肋钢筋网kg115026.157073714.35.31150249459060961207963039-d附属钢筋kg4905.0324650.63.84.4294186202156742230-a2C30砼盖板m33911880.95344539526033860658101686013219182346602573438877542661192-a3C30砼搭板m344

54、71.251885100338104484001352401792611853-b1HPB300级钢筋kg409095.082078180.63.84.42454515545401800006138186138第 16 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-b2HRB400级钢筋kg9960255.0250000460.63.84.4597615378489504

55、3825101494444531954420-3涵台、敦及基础0000000-a2C25混凝土m322957489.481123699210032830458229570075298966887101051430635853810872844-a3C30混凝土m31715707.551213448150338305182572505796705145088837030293918663-b1HPB300级钢筋kg127705.31678090.63.84.4766248526056188191658104-b2HRB400级钢筋kg4056435.2521296260.63.84.424338

56、6154144301784829608631845692420-4涵洞洞口建筑（管涵、通道、盖板涵、箱涵）0000000-a洞口浆砌片石m35299301.79159918510016826852990089023201420132484271468559-b洞口C20混凝土m3126548.7869146120318204581512040068252057708196859676420-5挖基（管涵、通道、盖板涵、箱涵）0000000-a挖土石m34020724.029657722151780414060310568351923308706827420-6基底处理（管涵、通道、盖板涵、箱涵

57、）0000000-a1换填片石m310096.399639368.21586.23006820150086202948914-a2换填碎石m3100112.211122137815963007800150096003279927-a3换填浆砌片石m3259246.92639521001683271259004351277770189239372582420-7通道内路面0000000-bC30混凝土路面m3360417.901504442533810373900012168036001342804579138859-d碎石垫层m3689112.7077650157859810335537423

58、44567522230369825第 17 页，共 22 页成成本本分分析析表表子子目目号号子子 目目 名名 称称单单位位数数量量原原清清单单人人材材机机单单价价人人材材机机金金额额税税金金成成本本价价合合计计单单价价合合价价人人工工材材料料机机械械人人材材机机合合计计人人工工材材料料机机械械人人材材机机合合计计-e1HPB300级钢筋kg99275.42538040.63.84.4595637723043679148945168-e2HRB400级钢筋kg43935.36235460.63.84.426361669301932965919988合合计计47004828147004828174

59、6832387468323824877087624877087649430506494305063728846203728846201271536612715366385599986385599986500500章章502-1洞口、明洞开挖0000000-a土方m348229.47456640.97.98.8434003809442434144743881-b石方m31125130.7634608121.81922.822502202522137692565238747265270502-2防水与排水0000000-aM7.5浆砌片石m3557329.911837601001632635570

60、09079101464914995151486-f100mmHDPE双壁打孔波纹管m12824.00307212.6403.656.21613512046171942457439502-3洞口坡面防护0000000-c种草,铺草皮m213258.35110641.45.46.818557155090103079317-b22mm砂浆锚杆kg658714.50955124.14.52.310.927007296421515071798244874247-g光圆钢筋（HPB300）kg105355.92623670.63.84.4632140033046354158147935-b1C25喷射混凝