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混凝土预制墙面板单位数量货币单位:人民币元单价合价成本合计项目人工费日工单价300200300数量33.688.42252.6人工合价项目材料单价340材料费数量25.30损耗1.02材料合价8774名称机械费机械单数量价m325.30813.002056920562模板人工砼用工10104C30砼1684预制板2.5以上预制板2.5m以下16800灌孔砼75780三油二布防水92580-bm31641.401187.1019485063751730吊装用工196023001577.8065.031.022.021.021.02315433850T吊车3021298518运输车141653479150250045灌孔用工2008434024.562924850277.75150045-cC30混凝土挡土墙基础m32691.50649.6417485061179259砼人工模板人工30552691.501347.2080745C30砼74096模板租赁1548413600.82691.501347.201.021.02988319运输车1099养生9894187007002525-d钢筋kg420796.804.581927249686466人工950143.978136779钢筋1367793600143.9781.02528687运输车52868770030-e钢板kg21365.106.1813203654556人工切割钢板30017.5358975261钢板乙炔及氧气526132807.6871.021.0225718装载机运输357729295基础挖方、填方运输车辆压路机21457310002020017.5358974-f砂砾垫层m32697.00147.15396864419743砂砾回填人工基础开挖用工回填土用工200200200134.858121026970级配砂砾162004200085170782697.001.02214573300010001800303030-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30.0055.00277.861010.48336地袱现浇C3055572预制挂板防撞护栏砼7138C30护栏钢模板支85067撑8420钢护栏地袱模板租赁地袱悬臂排架16453336024003605.8110000.80.8277.8667.36237.94921546.669856.4141010.425261.021.021.021.021.021.021.0210203016t吊车164897运输车87375水车养生91506329658242061999302120070070060606030.00237.949255.001546.6698200.0042.1小型机具电费未算清单 200章 人民币合计:合计7435964743596474321513813第300章 路 面工程名称：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数量价m216.9709631人工2003600水泥土3309.61.023231压路机挖掘机32312300350011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2.522269.1022269305-1-a石灰粉煤灰碎石底基层厚180mm803471m224077.1039.03939729813918人工124077.1024077二灰料788321.045761.05681494机械费4.524077.1024077305-4-a石灰粉煤灰碎石基层厚160mm(上层)681494m235.3900人工10.000二灰料7801.050机械费2.50.000-b厚160mm(下层)m235.3900人工10.000二灰料7801.0500机械费2.50.000-c厚180mmm223173.1039.03904446737012人工123173.1023173二灰料788008.623361.050655906机械费2.523173.1023173308-l改性乳化沥青透层m221202.404.248989880166人工0.0521202.401060PC-2透层油287027.563121655906791061060308-2改性乳化沥青粘层m221202.402.264791725867人工0.0521202.401060PC-3粘层油26009.54108179106248071060309-1热再生细粒式沥青混凝土24807-a厚40mm（ZAC-13C）m240.0600人工10.000沥青砼36501.020机械费2.50.000309-2-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）0m221202.4049.0110391301007011人工121202.4021202沥青砼3552576.09161.02932803机械费2.521202.40309-3-a21202m221202.4063.2113402041316702人工121202.4021202沥青砼3353636.21161.029328031242494机械费2.521202.40-b厚70mm（KAC-25）（掺0.6%抗车辙剂）21202m277.7100人工10.000沥青砼抗车辙剂033515000001.02112424940机械费00258011225.2125252.1251.02166349机械费2823894587机械费81091.95125212.502.50.00310-2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200155.9950433119931199313-5-a混凝土预制块路缘石C30混凝土平缘石100*200*4950m1800.0025.154527048821安装人工挖沟用工4.51221800.0076.608100缘石934517445836001.0229376装载机10002.002937617.694723853103600.007.9214.131.021.021.0264975装载机311044687255318.297463853600.005.41.021.0267188装载机212169309100025.00100025.00-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9891：3砂浆C15豆石砼12689-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1347610002.00314-l-a排水管∮100HDPE双壁波纹管m231.35109.952543620800安装人工30231.356940100mm双壁管30231.351.027079运输车6006.00挖沟用工6010.24615预制砼C25现浇砼C257555869.75433300.24106.991.021.0221423529645-b∮200HDPE双壁波纹管m146.88184.452709237697安装人工30146.884406200mm双壁管集水井7227.9974330146.88146.8812.781.022.021.0210787运输车8307吊车43032339760010006.005.00挖沟用工纵向雨水沟（管）纵向渗沟6021.571294现浇砼C255700314-2-am813.38251.35204442182101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65607306583100813.383253.50001464.0750244.0125170.811.021.11.11.021.0224889运输车21473装载机8052206581742292494600100015.0015.00-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C40砼沟1284930305325.8285.531.43285.531.021.021.028737运输车444吊车94885104066600100010.005.00清单 300章 人民币合计:第400章 桥梁、涵洞62019485701759500189.0040.08065031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项目人工费日工单价200200200200300200数量449455人工合价项目材料单价85103504505085材料费数量7.61032.1102060损耗1.021.021.021.021.021.02材料合价名称机械费机械单数量价35001000300111m10.0004284.394284433533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1800800C30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459010205202230331500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）m64.6603673.71237542164149挖方配合人工摊铺碎石200200841600级配碎石800辅助材料852024.664.661.021.022133挖掘机131916T吊车3500100031C30砼基础、翼墙用工翼墙模板用工砌石用工200300300956C30砼基础、翼墙1500钢波纹管18001800竹子模板块石M7.5砂浆750035020005013535521.364.66203.61.81.021.021.021.021.0576041319061020496671145149420-2-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砼浇筑砌砖防水钢筋加工绑扎模板支拆零用工200200200351302095055200161016189.489.5414.730.165822.88103200级配碎石2000炮渣石3200辅助材料6629C30砼11635C35砼抗渗8294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110873851202003503800.57636032505060.838535516664.17474.3189.450944414.724.88230.165822.881487.577620.4061.021.021.021.021.021.021.11.021.021.021.021.021.0214392挖掘机7846压路机15096泵车费2652516T吊车73411汽车运输25981土车346699137999974196791782976738936856435002300201000600150042263.7446-d主线箱涵1-8.0m×5.0m（回填见200章台背回填；路面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C35砼抗渗涵17689体10530机砖23892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856503503800.5763603250392085005010060815360400370480.227.20059.8505.441472337.320.238103.9444.263.1759169654.4601.575.6131.69.71.021.021.021.021.021.11.021.021.021.021.021.021.021.021.021.021.0241633挖掘机18034压路机21349泵车费19589316T吊车21151汽车运输28198土车7431小型机具344574170332752746716979233737920327760536933661350023002010006001500370014565.2102051
公路项目成本预测计算不含管理费 - 图文
