1沿海高速公路某段工程成本动态管理案例A3.736第一节工程概况和成本管理基本情况―、工程简介4K48+45014mK62+20056.875km5.693km113.75km3.7200811201111⑴282637m3170782m321811216276m379023m322352m310cm81115827767m50cm29204292099m40cmCFG9484141328m544787.75m3232551m3199337m3。(2)2907.67m3(18cm),428952m3(18cm),373621(18cm)403181(16cm),36981tf(16cm)36114tf(16cm)35237tf36189tf40500tfSBS739255tfAC-13C(4cm)96750tf；AC-16C(6cm),300070tf;AC-20C(6cm),83480tf;ATB-25(10cm),35746tf。(3)63Om/13190m454)168.3m(23cm)4982m12o8-18-2表项目部人员配备表44254431111111336表施工任务划分表1K50+550K51+4002K51+40K52+57711222m6042m3095611m104成本管理概况K53+800K55+500K55+550K48+450K53+450K55+OOOK57+000K62+200K62+200345678910三125第二节成本动态管理方法的应用一、动态管理方法的应用过程16MicrosoftProject1)WBS6008-28-108-137(3)8-1448158(6)Project8-4表一各工段挡水埝成本差异表CVK53+800K55+15064,952.1864,952.18(7.10)CV%-0.01%K53+500K53+8001.000.001.0011.142.008,545.082,596.9130.39%760.00759.30.630.08%13,490.9013,490.900.000.00%K55+150K56+570145,278.6768,391.4476,887.23112.43%K52+600K53+500103,542.4578,117.3725,425.0932.55%K51+400K52+600249,890.06109,532.84140,357.2328.14%K56+570K57+000183,022.0528,991.78154,030.27531.29%K50+550K51+400173,330.9978,301.0695,029.93,121.36%945,410.30154,089.11494,321.19109.58%总直接成本差异表（截止工作小组入驻）9CV—/O/945,410.30451,089.11494,321.19CV%109.58%176,600.07186,040.25-9,440.46-5.07%1,837,062.561,487,035.57350,026.9923.54%1,397,522.301,300,565.3096,957.007.45%6,828,632.166,510,261.37318,363.304.89%CFG9,457,922.929,176,981.89280,941.023.06%8,531,246.358,447,394.5083,851.850.99%29,174,396.6627,559,375.261,130.140.6620.36%CFG1742.1787471.958-16⑺K51+400K52+6008-16108-5表一各项因素的影响程度1742.17285%95%5%4%86表一差异的主要影响因素产生的原因1136%222/h;271%5.2%CFG76%表一相应的控制措施6080cm10)12113.0187.365.0533.09%599.9二、新方法解决的其他问题13(1)(2)90%(2)14三、影响新方法使用的有关因素(1)(1)1520第三节相关管理措施的完善一、相关成本管理问题1270420%(2)⑶(3)ExcelOfficeProjectWord162(4)(5)(6)二、相关的管理改进17⑴⑵表项目成本责任表12345(7)(8)186789101112(3)(4)(5)(6)19三、全面实行成本动态管理的效果基础上，利用计算机技术建立如所制界面。的成本控6.7%3%203.7(1)31080⑵6200⑶10%⑷(5)
