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公路项目成本预测计算(不含管理费)

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第200章 路 基工程名称:子目号209-3-a子 目 名 称混凝土挡土墙C30混凝土墙顶现浇段C35混凝土预制墙面板m325.30813.002056920562模板人工砼用工-bm311.401187.1019485063751730吊装用工30020030033.688.42252.610104C30砼168475780预制板2.5以上预制板2.5m以下16800灌孔砼三油二布防水92580-cC30混凝土挡土墙基础m32691.509.17485061179259砼人工模板人工30552691.501347.2080745C30砼74096模板租赁1841-d钢筋kg420796.804.5819272496866人工950143.978136779钢筋136779-e钢板kg21365.106.18132036556人工切割钢板30017.53595261钢板乙炔及氧气5261-f砂砾垫层m32697.00147.153968419743砂砾回填人工基础开挖用工回填土用工200200200134.858121026970级配砂砾162004200085170-g防撞SA栏杆及挂板m842.001499.0912622341319835地袱砼人工地袱模板人工防装护栏砼人工护栏模板人工挂板安装30.0055.0030.0055.00200.00277.861010.4237.949216.6742.18336地袱现浇C3055572预制挂板7138防撞护栏砼C3085067护栏钢模板支撑8420钢护栏地袱模板租赁3602400360277.8667.36237.94921.021.021.021.021.021.0221457310203016t吊车17运输车87375水车养生91506329658241200700700606060782697.001.0232807.6871.021.023600143.9781.023600.82691.501347.201.021.02196023001577.8065.031.022.021.021.023133850T吊车3021298518运输车141653479150988319运输车1099养生9418528687运输车52868725718装载机运输357729295214573基础挖方、填方运输车辆压路机3000100018003030302000090000300000001200007200042000420001000207003070070025251800001750017500350002100021000200001500456750025004511250034025.301.028774单位数量货币单位:人民币元单价合价成本合计人工费项目日工单价数量人工合价项目材料单价材料费数量损耗材料合价名称机械费机械单价数量合价灌孔用工2008434024.562924850277.7520017.535745.816.6698110000.856.4141010.4地袱悬臂排架1533小型机具电费未算清单 200章 人民币合计:第300章 路 面合计74359743215138130.825261.02206199930215600074359工程名称:货币单位:人民币元人工费材料费数量人工合价项目材料单价数量损耗材料合价名称机械费机械单价数量合价子目号304-1-b子 目 名 称4%水泥稳定土底基层厚180mm单位数量单价合价成本合计项目日工单价m216.9709631人工2003600水泥土3309.61.023231压路机挖掘机32312300350011230035005800合计304-3-b5%水泥稳定碎石基层厚180mm600m222269.1043.97979172881413人工122269.1022269水稳料839219.40741.05803471机械费2.522269.105567322269305-1-a石灰粉煤灰碎石底基层厚180mm80347155673m224077.1039.03939729813918人工124077.1024077二灰料788321.045761.05681494机械费4.524077.1010834724077305-4-a石灰粉煤灰碎石基层厚160mm(上层)681494108347m235.3900人工10.000二灰料7801.050机械费2.50.0000-b厚160mm(下层)m235.3900人工10.000二灰料7801.0500机械费2.50.00000-c厚180mmm223173.1039.03904446737012人工123173.1023173二灰料788008.623361.050655906机械费2.523173.1005793323173308-l改性乳化沥青透层m221202.404.24880166人工0.0521202.401060PC-2透层油287027.56312165590679106579331060308-2改性乳化沥青粘层m221202.402.2791725867人工0.0521202.401060PC-3粘层油26009.1081791062480701060309-1-a热再生细粒式沥青混凝土厚40mm(ZAC-13C)248070m240.0600人工10.000沥青砼36501.020机械费2.50.0000309-2-a热再生中粒式沥青混凝土厚50mm(ZAC-16C)热再生粗粒式沥青混凝土厚70mm(ZAC-25C)00m221202.4049.0110391301007011人工121202.4021202沥青砼3552576.09161.02932803机械费2.521202.4053006309-3-a21202m221202.4063.2113402041316702人工121202.4021202沥青砼3353636.21161.029328031242494机械费2.521202.40530065300621202-b厚70mm(KAC-25)(掺0.6%抗车辙剂)m277.7100人工10.000沥青砼抗车辙剂0310-2热沥青封层m225212.505.73144468124843人工0.225212.505043PC-1封层石屑0.0040315313-1培土路肩m31091.9537.694115639935人工200155.99504331199258011225.2125252.1251.02133515000001.02112424940机械费0066349机械费28234587机械费81091.95125212.502.50.0053006002521325213873631199313-5-a混凝土预制块路缘石C30混凝土平缘石100*200*49508736m1800.0025.1527048821安装人工4.51800.008100缘石836001.0229376装载机10002.002000挖沟用工12276.609345174452937617.69473853103600.007.9214.131.021.021.02975装载机311044687255318.29753853600.005.41.021.0267188装载机21216930925000100025.002500025000100025.00200025000-bC30混凝土坡型路缘石m1800.0065.82118476110242安装人工砼用工6.5701800.0014.1311700缘石91:3砂浆C15豆石砼126-cC30混凝土拦水路缘石m1800.0059.05106290110329安装人工挖槽用工6.52001800.0021.6011700缘石43201:3砂浆16020313-6-a混凝土预制块铺设6cm防滑步道砖m2360.0085.053061827356安装人工33360.0011880防滑步砖1188036.7360.001.0213476装载机1347610002.0020002000314-l-a排水管∮100HDPE双壁波纹管m231.35109.9523620800安装人工挖沟用工3060231.3510.246940100mm双壁管615预制砼C25现浇砼C25755530869.7330231.350.24106.991.021.021.027079运输车2142352957227.9974330146.88146.8812.781.022.021.0210787运输车8307吊车430323397860060010006.005.003600360050006006.003600-b∮200HDPE双壁波纹管m146.88184.452709237697安装人工30146.884406200mm双壁管集水井挖沟用工6021.571294现浇砼C255700314-2-a纵向雨水沟(管)纵向渗沟m813.38251.35204442182101安装人工挖沟用工零用工3060200813.38415.6381.3424401100mm双壁管24938防渗布16268透水土工布级配碎石粘土6560730813.381.021.11.11.021.02248运输车21473装载机8052206581742292494600100015.0015.0090001500063253.5000514.075083100244.0125170.8124000600100010.005.0060005000-b纵向缝隙式排水沟m285.53413.99118204127915安装人工挖沟用工3060285.5371.388566100mm双壁管4283砂浆30305285.531.431.021.028737运输车444吊车C40砼沟12849清单 300章 人民币合计:620194857017595001.0040.0806503325.8285.531.029488510406611000第400章 桥梁、涵洞工程名称:子目号419-1-a子 目 名 称单孔钢筋混凝土圆管涵1-Φ1.0m圆管涵单位数量货币单位:人民币元单价合价成本合计人工费项目日工单价200200200数量449人工合价项目材料单价8510350材料费数量7.61032.1损耗1.021.021.02材料合价名称机械费机械单价35001000300数量111合价35001000300m10.0004284.394284433533挖方配合人工摊铺碎石C30砼基础、翼墙用工下管用工翼墙模板用工回填用工800级配碎石800辅助材料1800C30砼基础、翼墙管材暂按II级企口659挖掘机10216T吊车11460小型机具20030020045580045050851020601.021.021.024590102052022303300480035001000311050010001500竹子模板1000回填砂石5700419-4-b单孔钢波纹管涵1-Φ1.5m圆管涵(回填见200章台背回填)m.6603673.7123721149挖方配合人工摊铺碎石C30砼基础、翼墙用工翼墙模板用工砌石用工200200200300300849561600级配碎石800辅助材料1800C30砼基础、翼墙852035020005013535524.6.6621.3.66203.61.81.021.021.021.021.021.021.052133挖掘机131916T吊车760413190610204966711451491500钢波纹管1800竹子模板块石M7.5砂浆7500115003500230020100060042263.744140004600527440002400420-2-a钢筋混凝土箱涵主线箱涵1-2.0m×2.0m(回填见200章台背回填)m74.0006936.56513305518711挖方配合人工摊铺碎石、炮渣石C30砼基础C35砼浇筑砌砖200200200351301610161.4.53200级配碎石2000炮渣石3200辅助材料6629C30砼11635C35砼抗渗85120200350380166.17474.31.41.021.021.021.021.0214392挖掘机7846压路机15096泵车费2652516T吊车73411汽车运输防水钢筋加工绑扎模板支拆零用工2095055200414.730.165822.88108294机砖28657防水卷材SBS45258聚苯乙烯泡沫2000钢筋竹模板排架1:2水泥砂浆M7.5砂浆1108730.57636032505060.838535550944414.724.88230.165822.881487.577620.4061.021.11.021.021.021.021.021.0225981土车34669913799997419679178297673368515006900039274350023002010006001500370014565.21020513500920011304100001200075003700-d主线箱涵1-8.0m×5.0m(回填见200章台背回填;路m27.20050320.8313687271247383挖方配合人工摊铺碎石C30砼基础C35砼浇筑砌砖防水钢筋加工绑扎模板支拆挂板安装洞内填土洞内沥青铺筑零用工20020035351302495055300200300200810276.7505.481995.5103.9441012101510301600级配碎石2000辅助材料9685C30砼基础176C35砼抗渗涵体10530机砖232防水卷材SBS98747聚苯乙烯泡沫55660钢筋3000铺装钢筋3000护栏钢材3000竹模板6000钢模板排架洞内填土C35砼搭板C40砼铺装C30砼护栏护栏挂板预制橡胶沥青防水1:2水泥砂浆M7.5砂浆洞内沥青砼234803856503503800.576360325039208500501006081536040037023028385355380480.227.20059.8505.441472337.320.238103.9444.263.17591696.4601.575.6131.69.748658.26.092818.46821.411841.021.021.021.021.021.11.021.021.021.021.021.021.021.021.021.021.021.021.051.021.021.0241633挖掘机18034压路机21349泵车费195316T吊车21151汽车运输28198土车7431小型机具344574170332752746716979233737920327760536933661112611935123936687829995537657204清单 400章 人民币合计:总计21624181580033019637767665535

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