公路成本分析

1、5 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额200200章章路路基基1 19 99 99 92 21 16 67 7202-1清理与掘除a清理现场m263378.70.3924718灌木林m263378.70.80.3924718b砍伐树木棵793.20253砍树棵793.23.20253c挖除树根棵796.50514挖树根棵796.56.50514203-1路基挖方a挖土方m39594554.3541769871挖掘机挖土方m3954208松土m395420822.001908416弃土方m39047002.52.502261750

2、2推土机推土方5247松土m352471.31.306821204-1路基填筑(包括填前压实)b 利用土方m3547557.233956681本桩利用土方天然方m352472.8514941摊土m352471.151.156034洒水t298.618.48.4025085 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额碾压m34265.851.51.5063992纵向利用土方天然方1公里m3495087.69380727松土m3495082.52.50123770摊土m3495081.151.1556934洒水 t2817.538.48.4

3、023667碾压m340250.411.51.50603763填前夯实土方m31274.6346.956.9588594路拱m216747.060.30.3050245刷坡土方m25545.3411.0055456亏方m310238.749.4396551e借土填方m3670376.59.4663438581普通土运距1公里m3824563.104.54.503710534摊土m3824563.101.151.15948248洒水t469268.48.40394181碾压m3670376.51.51.5010055652填前夯实土方m315496.8710.1210.121568283路拱m2

4、203608.940.30.30610834刷坡m267419.6611.0067420g结构物台背回填砂砾m333343.568.482283493水泥稳定级配砂砾m333343.552.911567.9122644405 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额开挖台阶m23631.40.250.25908开挖土方m39072.222.0018144h结构物台背回填土m3866623.00199318台后填土m3866681523.00199318204-1改路、改河、改渠填筑m33549.433338借土填方m33549.433

5、338205-1特殊路基处理k土工格栅m27929.386.60686712土工格栅m27929.38.0063434I级钢筋kg174.33.850.54.35758m翻松碾压m3218198.33.44750820翻松m3268383.911.11.10295222碾压m3218198.31.51.50327297洒水m315273.8818.48.40128301207-1浆砌片石边沟m1115616.91188686C20砼块预制安装m3181.6328283611.00110958C20砼块运输3公里m3181.64141.007446铺筑砂垫层m322452.911567.9115

6、212粘土封闭m32231.210717.0037930人工开挖土方m31318.4588.00105485 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额机械开挖土方m31318.4555.006592207-2浆砌片石排水沟m280136.9238338C20砼块预制安装m350328283611.0030550C20砼块运输3公里m3504141.002050砂垫层m36252.911567.914211人工开挖土方m3117.588.00940机械开挖土方m3117.555.00588207-4浆砌片石急流槽m6013060.367

7、836217.5浆砌石m3645.2259.585344.50222271砂垫层m3582.652.911567.9139566人工开挖土方m31390.188.0011121机械开挖土方m31390.155.006951C25现浇砼m3184.1344130474.0087263砼拌和m3184.12525.0046036m3运输3 km m3184.14141.007548C25砼块预制安装m3413.9344288632.00261585C25砼块运输3公里m3413.94141.0016970I级钢筋kg28930.23.80.54.30124400抹面m292.24.581014.5

8、81344208-1种草铺草皮m22779163.7110307655 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额b 播草籽m22779160.533.45958810回填清表土m3306192.352.3571955e沙柳网格护坡m2269421.764.0010776874.001077687208-2浆砌片石护坡a砌石沙柳网格护坡m31328.2412.585479947.5浆砌石基础m31328.2259.570329.50437642砂垫层m31102.352.911567.9174860人工开挖土方m32730.288.00

9、21842机械开挖土方m32730.255.0013651208-3预制砼块护坡m31752.9668.001170937bC25砼块预制安装m31752.9344283627.001099068C25砼块运输3公里m31752.94141.0071869215-5锥坡防护a7.5浆砌片石m32300259.5120379.50872850379.50872850 c 砂砾垫层m347952.911567.913252967.9132529d填筑土方m34001414.00560014.005600400400章章 桥桥涵涵工工程程8 80 01 19 92 29 99 93 3403-1基础

10、钢筋 -a光圆钢筋(级)kg213895.34.35930445桩基础kg209019.83.850.54.359092365 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额承台kg40003.850.54.3517400系梁kg875.53.850.54.353808 -b带肋钢筋(级)kg3057367.74.5814002745桩基础kg21644094.080.54.589912993承台kg8837004.080.54.584047346系梁kg9258.94.080.54.5842406403-2下部结构钢筋 -a光圆钢筋(级)

11、kg107082.44.35465808桥墩盖梁挡块kg10908.83.850.54.3547453桥墩墩柱kg92573.63.850.54.35402695耳背墙kg4003.850.54.351740台身kg32003.850.54.3513920 -b带肋钢筋(级)kg16664254.587632228桥墩盖梁挡块kg338046.84.080.54.581548254桥墩墩柱kg12266814.080.54.585618199耳背墙kg23497.64.080.54.58107619台身kg713004.080.54.58326554系梁kg69004.080.54.58316

12、02403-3上部结构钢筋 -a光圆钢筋(级)kg438305.64.6020162065 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额预制T梁板kg372628.43.850.754.601714091现浇T梁板kg136003.850.754.6062560预制箱梁kg433003.850.754.60199180现浇接缝横梁kg8777.23.850.754.6040375 -b带肋钢筋(级)kg1772183.24.838559646预制T梁板kg12109834.080.754.835849048现浇T梁板kg3231004.0

13、80.754.831560573预制箱梁kg1801004.080.754.83869883现浇接缝横梁kg58000.44.080.754.83280142403-4附属结构钢筋 -a光圆钢筋(级)kg14361.54.3562473防撞墙kg14361.53.850.54.3562473 -b带肋钢筋(级)kg154732.84.58708676桥头搭板kg66996.44.080.54.58306844墙式护栏kg87736.44.080.54.58401833404-1干处挖土方m313434.38.00107474干处挖土方m313434.388.00107474405-1钻孔灌注桩

14、a桩径1.2米m396836.16331118C 25水下砼m3447.6436660426.001906945 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额砼拌和m3447.642525.0011191运输3kmm3447.644141.0018353钻孔m396280.00110880b桩径1.5米(42)m2872.51198.993444113C 25水下砼m35073.5536660426.002161334砼拌和m35073.552525.00126839运输3kmm35073.554141.00208016钻孔m2872.5

15、330.00947925b桩径1.8米(56)m57601601.359223792C 25水下砼m314649.9836660426.006240893砼拌和m314649.982525.00366250运输3kmm314649.984141.00600649钻孔m5760350.002016000d桩径2米(60)m9401944.881828187C 25水下砼m32951.6036660426.001257382砼拌和m32951.62525.0073790运输13kmm32951.64141.00121016钻孔m940400.00376000410-1砼基础aC20砼m3800.3

16、471.003769415 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额承台浇筑m3800.332877405.00324122砼拌和m3800.32525.0020008运输3公里m3800.34141.0032812bC25砼m35335.7487.312600166承台浇筑m35291.534477421.002227722系梁浇筑m344.2344115459.0020288砼拌和m35335.72525.00133393运输3公里m35335.74141.00218764 c C30砼m3812.41500.27406426承台

17、浇筑m3763.8435577432.00329979系梁浇筑m348.57355115470.0022828砼拌和m3812.412525.0020310运输3公里m3812.414141.0033309410-2混凝土下部结构 -bC30混凝土m311434.03663.347584680盖梁挡块m31862.1355257612.001139605墩柱m38966.46355237592.005308144耳背墙m3165.6355381736.00121882台身m3369.97355237592.00219022系梁m369.9355237592.00413815 5标标成成本本分分

18、析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额砼拌和m311434.032525.00285851运输 13km m311434.034141.00468795-cC35混凝土m3409.95647.42265411盖梁m3354.15372.00257.00629.00222760耳背墙m355.8372.00381.00753.0042017砼拌和m39.62525.00240运输13km m39.64141.00394410-5上部结构现浇化整体砼bC50砼m31742.71122.481956154现浇T梁板m314024077801187.0016

19、64174现浇接缝横梁m3340.7407450857.00291980410-6现浇混凝土附属结构 -b桥头搭板m3143.7597.7985903C25桥头搭板m3143.7344.0077.00421.0060498砼拌和m3143.72525.003593运输3km m3143.74141.005892搭板下32cm水泥稳定碎石m226161.0015921 -cc30砼m31039.2603.42627073桥头搭板m3275.635577432.00119059防撞墙m3763.6355.00150.00505.003856185 5标标成成本本分分析析 细号细目名称单位数量材料费

20、人工、机械费施工费合计单价合价备注单价单价单价金额砼拌和m31039.22525.0025980运输3km m31039.24141.0042607搭板下32cm水泥稳定碎石m2882.161.0053808411-5后张法预应力钢铰线kg386826.46.52.59.0034814389.003481438411-8预应力砼上部结构m39744.81086.5710588420预制C50砼T形梁m38811.2407550957.008432318预制箱梁m3933.6407550957.00893455砼拌和m39744.82525.00243620运输1 km m39744.83535

21、.00341068预制件底座m24000150.00600000砼构件养生m39744.88.0077958415-2桥面铺装m215628.8 -c8cm厚C50防水砼m31250.30623.32779335桥面铺装C50砼 m31250.3407142549.00686415砼拌和m31250.32525.0031258运输3 km m31250.34141.0051262泄水管套104100.0010400415-3防水层 -a改进型防水材料m215460.9101828.0043290528.00432905416-1矩形支座个1801898.393417105 5标标成成本本分分析

22、析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额GYZ450*850*106个108450.0048600滑板式GYZF4400*450*87个72300.0021600416-2圆形支座个180230.8941560GYZ400*84个30230.006900GYZ450*99个42370.0015540GYZ350*87个24180.004320滑板式GYZF4300*65个40370.0014800417-2伸缩缝m217.81055.79229950伸缩缝SSFD80m166.6950.00158270伸缩缝SSFD160m51.21400.007168

23、0420-1钢筋砼盖板涵1-2.0mm71.2514574.791038454C25砼基础m3277.934480424.00117830砼拌和m3277.92525.006948运输3 km m3277.94141.0011394基础I级钢筋kg135.13.850.54.35588基础II级钢筋kg450.54.080.54.582063C30砼台身m3520.1355182537.00279294砼拌和m3520.12525.0013003运输3 km m3520.14141.00213245 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单

24、价金额台身I级钢筋kg6928.43.850.54.3530139台身II级钢筋kg13472.84.080.54.5861705C35砼预制板m344.9372100472.0021193砼板安装及运输m344.9114114.005119预制板I级钢筋 kg3995.43.850.54.3517380预制板II级钢筋kg4388.44.080.54.5820099浆砌片石铺砌m3288.3259.550309.5089229砂砾垫层m365.352.911567.914435浆砌片石翼墙m3282.9259.560319.5090387C25砼帽石砼m30.8344225569.00455

25、砼拌和m30.82525.0020运输13 km m30.84141.0033干处挖基m31666.588.0013332台背填砂砾 m32084.152.911567.91141536基底换填碎石m3360.2247.55252.5090951420-1钢筋砼盖板涵1-4.0mm15.2520660.17315068C25砼基础m364.134480424.0027178砼拌和m364.12525.001603运输3 km m364.14141.0026285 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额基础I级钢筋kg57.33.85

26、0.54.35249基础II级钢筋kg201.24.080.54.58921C30砼台身m392.7355182537.0049780砼拌和m392.72525.002318运输3 km m392.74141.003801台身I级钢筋kg1342.63.850.54.355840台身II级钢筋kg1902.54.080.54.588713C35砼预制板m328372100472.0013216砼板安装及运输m328114114.003192预制板I级钢筋 kg2107.43.850.54.359167预制板II级钢筋kg27574.080.54.5812627浆砌片石铺砌m3166.1259.

27、550309.5051408砂砾垫层m337.152.911567.912520浆砌片石翼墙m3151.5259.560319.5048404C25砼帽石砼m30.7344225569.00398砼拌和m30.72525.0018运输3 km m30.74141.0029干处挖基m3519.377.003635台背填砂砾 m3466.752.911567.9131694基底换填碎石m3141.5247.55252.50357295 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额700章章其其他他工工程程46500004650000701-1

28、施工便道元6200000.001200000701-2拌和站安拆场地建设元2100000.00200000701-3临时电力线路元800000701-4借用资质费用元2000000701-5资质单位人员驻地费用元250000701-6开口协调费用元200000200章章700章章合合计计104835160104835160900900章章管管理理费费用用元57659345765934902利润元1048351603.00%3145055903管理费元1048351602.50%2620879总计元110601093110601093说明:1、工程公司利润暂计3%，管理费暂计2.5%。2、材料价

29、全部按调查价。3、中标价为153331188元，有效报价为134949262元，扣除税金3.43%后为130320502元。公司提取比例为(130320502-110601093)/134949262=14.6%5 5标标成成本本分分析析 细号细目名称单位数量材料费人工、机械费施工费合计单价合价备注单价单价单价金额130320502110601093197194090.146124615砼砼单单价价分分析析一一 C15C15砼砼材料名称单位数量单价金额备注1水泥kg2550.491252中（粗）砂m30.5270363碎（砾）石m30.91164.61504水m30.2102C15砼m31313313二二C20C20砼砼材料名称单位数量单价金额备注1水泥kg2970.4914