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1.工程建成后在使用过程中保证人身和环境免受危害的程度，体现了建设工程质量的( )。

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A.安全性

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B.可靠性

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C.适用性

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D.耐久性

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2.施工生产会受到不可避免的偶然性因素的影响，下列属于偶然性因素的是( )。

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A.生产人员由于疏忽未按规程操作

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B.使用了与设计要求不同的其它规格的材料

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C.因施工机械正常磨损而带来产品质量差异

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D.在突然遇到剧烈天气变化的情况下将剩下的工作继续完成而带来的质量差异

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3.在制定检验批的抽样方案时，应考虑合理分配生产方风险和使用方风险，对于主控项目两类风 险的合理控制范围是( )。

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A.α<5%,β<5%

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B.α<5%,β<10%

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C.α<1%,β<5%

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D.α<1%,β<10%

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4.在下列质量控制的统计分析方法中，需要听取各方意见，集思广益，相互启发的是( )。

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A.排列图法

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B.因果分析图法

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C.直方图法

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D.控制图法

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5.适用于砂石基层、碎(砾)石基层、沥青结合料基层和面层的压实度测定方法是( )。

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A.环刀法

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B.直接称量法

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C.水袋法

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D.灌砂法

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6.施工过程中见证取样的试验室应是( )。

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A.施工单位的试验室

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B.建设单位指定的试验室

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C.监理单位指定的试验室

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D.与承包单位没有隶属关系的第三方试验室

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7.设备的购置是影响设备质量的关键环节，设备安装单位直接从市场上采购设备时，设备采购方案最终需获得( )批准。

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A.设计单位

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B.建设单位

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C.监理单位

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D.总包单位

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8.在设备运往现场前，项目监理机构应按设计要求检查设备制造单位对待运设备采取( )的措施。

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A.封闭和覆盖

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B.包裹和覆盖

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C.防护和包装

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D.防护和封闭

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9.分部工程观感质量的验收，由各方验收人员根据主观印象判断，按( )给出综合质量评价。

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A.合格、基本合格、不合格

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B.基本合格、合格、良好

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C.优、良、中、差

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D.好、一般、差

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10.设计方案评审中，初步设计成果评审的重点不包括( )。

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A.总平面布置、工艺流程、施工进度能否实现

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B.总平面布置是否充分考虑方向、风向、采光、通风等要素

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C.设计方案是否全面，经济评价是否合理

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D.设计方案是否科学

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11.在正常使用条件下，电气管线、给排水管道、设备安装和装修工程，最低保修期限为(　　)。

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A.1年

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B.2年

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C.3年

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D.4年

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12.为了确保质量目标的实现，应当在数据和信息分析的基础上作出决策，这是质量管理原则中(　　)的要求。

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A.持续改进

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B.过程方法

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C.基于事实的决策方法

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D.管理的系统方法

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13.项目监理机构对工程质量巡视检查的内容不包括(　　)。

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A.特种作业人员是否持证上岗

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B.施工现场管理人员到位

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C.使用的材料、构配件和设备是否合格

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D.监督关键部位、关键工序的施工情况

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14.计数型一次抽样检验方案为(N,n,C)，其中N为送检批的大小，n为样本大小，C为合格判定数，若发现n中有d件不合格品，当(　　)时该送检批不合格。

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A.d=C+1

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B.d=C

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C. d>C

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D.d≤C

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15.监理工程师在工程质量控制中，体现以数据资料为依据，客观地处理质量问题的原则为(　　)。

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A.坚持质量标准原则

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B.坚持科学、公正、守法和职业道德规范

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C.质量第一的原则

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D.预防为主的原则

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16.监造人员直接进入设备制造厂的制造现场，成立相应的监造小组，编制监造规划，实施质量监控的方式是(　　)。

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A.巡回监控

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B.驻厂监控

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C.旁站监控

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D.设置质量控制点监控

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17.质量事故调查组提出的质量事故处理意见经相关单位研究并完成技术处理方案后由()审核签认。

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A.调查组负责人

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B.监理工程师

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C.设计单位技术负责人

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D.施工单位技术负责人

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18.按承包能力，施工承包企业可划分为总承包、专业承包和劳务分包三个序列，其中专业承包资质按类别又分为()。

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A.特级、一级、二级、三级

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B.一级、二级

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C.甲级、乙级、丙级

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D.一级、二级、三级

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19.监理工程师对勘察、设计单位的管理水平，重点考查( )。

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A.是否达到了与其资质等级相应的要求水平

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B.是否具备相应的人员数量

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C.是否具备相应的设备装备

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D.是否承接了相应的工程类别

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20.对设备进行检查验收时，一般通用或小型设备试车不合格则不能投入使用，应由( )组织相关部门研究处理。

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A.建设单位

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B.设计单位

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C.设备供应单位

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D.监理单位

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21.不属于建筑工程质量验收标准、规范编制指导思想的是( )。

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A.强化验收

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B.完善手段

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C.加强评定

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D.过程控制

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22.对于大型建设工程，由于单位工程较多、施工工期长，且采取分期分批发包又没有一个负责全部工程的总承包单位时，就需要监理工程师( )。

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A.编制工程项目前期工作计划

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B.编制工程项目年度计划

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C.编制施工总进度计划

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D.编制单位工程施工进度计划

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23.在试运行的全过程中，若试车中出现异常，监理工程师应采取的措施是( )。

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A.责令制造单位返工

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B.责令制造单位返修

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C.分析原因并指令安装单位采取相应措施

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D.发出暂停试车指令

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24.不属于施工图预算对建设单位的作用是( )。

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A.施工图预算是拨付进度款及办理结算的依据

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B.施工图预算是确定投标报价的依据

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C.施工图预算是招标投标的重要基础，施工图预算仍然是标底编制的依据

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D.施工图预算是施工图设计阶段确定建设工程项目造价的依据，是设计文件的组成部分

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25.在检验批质量验收时，对检验批的质量起决定性影响的检验项目是( )。

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A.主控项目

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B.资料检查

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C.一般项目

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D.观感质量

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26.按国家现行规定，造成直接经济损失350 万元的工程质量事故，应定为( )质量事故。

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A.一般

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B.较大

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C.重大

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D.特别重大

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27.工程造价是指预期开支或实际开支的( )。

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A.建设项目总投资

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B.全部固定资产投资费用

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C.建设工程投资

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D.建筑安装工程投资

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28.某产品各零部件功能重要程度采用 0-1 评分法评分结果见下表，零部件Ⅱ的功能重要性系数 为( )。



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A.0.1

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B.0.2

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C.0.333

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D.0.4

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29.某产品各零部件功能重要程度采用 0-4 评分法评分的结果见下表：在不修正各功能累计得分 的前提下，零部件Ⅳ和Ⅴ的功能重要性系数分别为( )。



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A.0.10 和 0.10

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B.0.20 和 0.15

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C.0.23 和 0.20

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D.0.28 和 0.23

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30.在价值工程活动中，价值指数 VI 的计算结果不同，采取的改进策略也不同。下列改进策略中正确的是( )。

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A.VI

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B.VI>1 时，应将评价对象列为改进对象，改善的方向主要是降低功能水平

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C.VI>1 时，应将评价对象列为改进对象，改善的方向主要是增加成本

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D.VI>1 时，是否将评价对象列为改进对象，应作进一步分析后再确定。

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31.对于投资方来说，施工图预算的主要作用包括( )。

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A.建筑工程预算包干的依据和签订施工合同的主要内容

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B.投标时报价的参考依据

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C.拨付工程款及办理工程结算的依据

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D.确定工程标底的依据

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32.实物量法编制施工图预算的工作有：①准备资料、熟悉施工图纸；②计算工程量；③计算并汇总人工费、材料费、机具使用费；④套用消耗定额，计算人料机消耗量；⑤计算其他各项费用。正确的顺序为( )。

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A.①②③④⑤

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B.①②③⑤④

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C.①②④③⑤

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D.①④③②⑤

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33.在不影响施工总工期的前提下，有利于业主降低资金成本的工作安排方式是( )。

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A.所有工作均按最早开始时间安排

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B.所有工作均按最迟开始时间安排

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C.早期工作按最早时间安排，后期工作按最迟时间安排

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D.早期工作按最迟时间安排，后期工作按最早时间安排

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34.某混凝土结构工程，工程量清单中估计工程量为 3000m3 ，合同规定混凝土结构工程合单价为 550 元/m3 ，实际工程量超过估计工程量 10％以上时，单价调整为 540 元/m3 。工程结束时承包商实际完成混凝土结构工程量为 4000m3 ，则该项工程结算款为( )。

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A.216.0 万元

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B.219.0 万元

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C.219.3 万元

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D.220.0 万元

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35.由于承包人原因使工程未在约定的工期内竣工的，对原约定竣工日期后继续施工的工程进行价格调整时，涉及到原约定竣工日期价格指数与实际竣工日期价格指数，则调整价格差额计算应采用( )。

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A.原约定日期的价格指数

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B.实际竣工日期的价格指数

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C.原约定日期的价格指数与实际竣工日期价格指数的平均值

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D.原约定竣工日期价格指数与实际竣工日期价格指数中较低的一个

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36.某工程的定额工期为 300 天，按照相关规定，招标人在确定合同工期时，压缩的工期天数不得超过( )天，超过者，招标人应在招标文件中明示增加赶工费用。

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A.30

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B.45

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C.60

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D.90

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37.某工程合同价格为 5000 万元，计划工期是 200 天，施工期间因非承包人原因导致工期延误10 天，若同期该公司承揽的所有工程合同总价为 2.5 亿元，计划总部管理费为 1250 万元，则承包人可以索赔的总部管理费为( )万元。

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A.7.5

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B.10

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C.12.5

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D.15

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38.项目编码是分部分项工程量清单项目名称的数字标示，其中( )是分部工程顺序码。

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A、三至四位

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B、五至六位

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C、七、八、九位

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D、十至十二位

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39.某工程因承包人原因致使原定竣工时间延误，延误期间内国家政策发生变化，由此引起的合同价款调整应遵循的原则是( )。

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A、调增的不予调整，调减的予以调整

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B、调增和调减均予以调整

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C、调增和调减均不予调整

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D、调增的予以调整，调减的不予调整

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40.某公司向银行借款，贷款年利率为 6%。第一年初借款 200 万元，每年计息一次;第二年末又借款 100 万元，每半年计息一次，两笔借款均在第 3 年末还本付息，则复本利和为( )万元。

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A、324.54

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B、331.10

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C、331.28

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D、344.29

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41.建设工程投资具有“层次繁多”的特点，在计算建设工程投资时，按(　　)顺序计算，并逐层汇总。

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A.分部、分项、单位、单项工程

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B.分项、分部、单位、单项工程

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C.分部、分项、单项、单位工程

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D.分项、分部、单项、单位工程

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42.在施工图设计阶段，编制施工图预算采用的是(　　)。

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A.企业定额

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B.概算定额

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C.概算指标

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D.预算定额

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43.某工程设计有两个方案：甲方案功能评价系数0.856，成本系数0.92;乙方案功能评价系数0.6，成本系数0.7，则最优方案的价值系数为(　　)。

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A.0.857

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B.0.935

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C.0.924

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D.0.950

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44.进行项目的财务评价时，对投入物、产出物采用的是()。

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A.现行市场交换价格

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B.物价部门颁布的计划价格

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C.影子价格和市场交换价格结合

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D.影子价格

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45.工程项目竣工决算应包括()全过程的全部实际支出费用。

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A.从开工到竣工

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B.从破土动工到竣工

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C.从筹建到竣工投产

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D.从开工到投产

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46.以下财务评价指标中不属于静态评价指标的是( )。

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A.投资回收期

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B.利息备付率

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C.偿债备付率

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D.项目投资财务净现值

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47.某监理公司计划第5 年末购置一套20 万元的检测设备，拟在这5 年内每年末等额存入一笔资金到银行作为专用基金，银行存款年利率为10%，按复利计算，则每年等额存入的资金额应不少于( )万元。

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A.2.876

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B.2.976

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C.3.176

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D.3.276

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48.如果承包商未能按合同条款指定的项目投保，并保证保险有效，业主可以投保并保证保险有效，业主所支付的必要保险费可在应付承包商的款项中扣回。这类索赔属于业主向承包商进行的( )索赔。

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A.质量不满足合同要求的

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B.承包商不履行保险费用的

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C.对超额利润的

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D.对指定分包商的

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49.某进口设备按人民币计算的到岸价为380 万元，进口关税率为10%，增值税率为17%消费税为5 万元，国外运输保险费为4.5 万元，则该进口设备 应缴的增值税额为( )万元。

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A.71.06

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B.71.91

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C.72.72

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D.73.48

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50.根据《建筑安装工程费用项目组成》(建标[-2013144 号)，应列入规费的是( )。

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A.工程排污费

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B.上级单位管理费

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C.大型机械进出场及安拆费

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D.财务保险费

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51.某施工企业承建某市区一住宅楼工程，工程不含税造价为3000 万元，当地地方教育附加率为2%，则该工程应缴纳的建筑安装工程税金为( )万元。

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A.96.6

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B.102.3

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C.104.4

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D.98.4

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52.某新建项目，建设期为3 年，共向银行贷款1800 万元。其中：第1年贷款600 万元，第2 年贷款500 万元，第3 年贷款700 万元，年利率为 5%。该项目的建设期利息为( )万元。

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A.43.25

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B.45.OO

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C.133.66

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D.75.41

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53.某企业向银行借款，甲银行年利率为10%，每年计息1 次;乙银行年利率为9.8%，每季度计息1 次，则( )。

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A.甲银行实际利率低于乙银行实际利率

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B.甲银行实际利率高于乙银行实际利率

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C.甲、乙两银行的实际利率相同

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D.甲、乙两银行的实际利率不可比

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54.进度控制的技术措施不包括( )。

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A.审查承包商提交的进度计划，使承包商能在合理的状态下施工

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B.编制进度控制工作细则，指导监理人员实施进度控制

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C.采用网络计划技术及其他科学适用的计划方法，并结合电子计算机的应用，对建设工程进度实施动态控制

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D.建立图纸审查、工程变更和设计变更管理制度

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55.建设工程组织流水施工时，相邻专业工作队之间的流水步距不尽相等，但专业工作队数等于施工过程数的流水施工方式是( )。

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A.固定节拍流水施工和加快的成倍节拍流水施工

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B.加快的成倍节拍流水施工和非节奏流水施工

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C.固定节拍流水施工和一般的成倍节拍流水施工

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D.一般的成倍节拍流水施工和非节奏流水施工

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56.某分部工程有两个施工过程，各分为 4 个施工段组织流水施工，流水节拍分别为 3、4、3、3 和 2、5、4、3 天，则流水步距和流水施工工期分别为( )天。

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A.3 和 16

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B.3 和 17

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C.5 和 18

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D.5 和 19

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57.某分部工程由 4 个施工过程组成，分为 3 个施工段组织流水施工，其流水节拍(天)见下表。 则流水施工工期为( )天。



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A.23

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B.22

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C.21

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D.20

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58.某分部工程有 3 个施工过程，各分为 5 个流水节拍相等的施工段组织加快的成倍节拍流水施 工，已知各施工过程的流水节拍分别为 4、6、4 天，则流水步距和专业工作队数分别为( )。

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A.6 天和 3 个

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B.4 天和 4 个

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C.4 天和 3 个

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D.2 天和 7 个

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59.某工程由 5 个施工过程组成，分为 3 个施工段组织固定节拍流水施工。在不考虑提前投入时间的情况下，要求流水施工工期不超过 42 天，则流水节拍的最大值为( )。

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A.4

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B.5

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C.6

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D.8

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60.在某工程网络计划中，已知工作 M 的总时差和自由时差分别为 5 天和 2 天，监理工程师检查时发现该工作的实际进度拖后 2 天，则工作 M 的实际进度( )。

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A.既不影响总工期，也不影响其后续工作的正常进行

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B.不影响总工期，但会将其紧后工作的开始时间推迟 2 天

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C.会将其紧后工作的开始时间推迟 2 天，并使总工期延长 2 天

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D.会将其紧后工作的开始时间推迟 4 天，并使总工期延长 2 天

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61.在建设工程进度计划执行过程中，当出现的进度偏差影响到后续工作或总工期而需要采取进度调整措施时，应当首先( )。

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A.确定可调整进度的范围

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B.确定可利用的资源数量

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C.分析所采取措施的成本

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D.分析比较各种措施的优劣

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62.已知某钢筋工程每周计划完成的工程量和第 1～4 周实际完成的工程量见下表，则截止第 4 周末工程实际进展点落实在计划 S 曲线的( )。



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A.左侧，表明此时实际进度比计划进度拖后 60t

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B.右侧，表明此时实际进度比计划进度超前 60t

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C.左侧，表明此时实际进度比计划进度超前 50t

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D.右侧，表明此时实际进度比计划进度拖后 50t

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63.某工程双代号时标网络计划如下图所示，根据第 6 周末实际进度检查结果绘制的前锋线如点 划线所示。通过比较可以看出( )。



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A.C 工作实际进度拖后 2 周，影响工期 2 周

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B.D 工作实际进度超前 2 周，不影响工期

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C.D 工作实际进度拖后 3 周，影响工期 2 周

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D.E 工作实际进度拖后 1 周，不影响工期

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64.在施工阶段，施工单位将所编制的施工进度计划及时提交给监理工程师审查的目的是为了 ( )。

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A.及时得到工程预付款

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B.听取监理工程师的建设性意见

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C.解除其对施工进度所承担的责任和义务

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D.使监理工程师及时下达开工令

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65.物质供应计划编制的任务是在确定计划需求量的基础上，经过综合平衡后，提出( )

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A.申请量和采购量

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B.采购量和库存量

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C.库存量和供应量

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D.供应量和申请量

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66.在某大型建设工程施工过程中，由于处理地下文物造成工期延长，所延长的工期()。

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A.应由施工承包单位承担责任，采取赶工措施加以弥补

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B.应经监理工程师核查证实后纳入合同工期

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C.经监理工程师核查证实后，其中一半时间应纳入合同工期

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D.不需监理工程师核查证实，直接纳入合同工期

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67.监理工程师按委托监理合同要求对设计工作进度进行监控时，其主要工作内容是()。

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A.编制阶段性设计进度计划

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B.定期检查设计工作实际进展情况

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C.协调设计各专业之间的配合关系

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D.建立健全设计技术经济定额

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68.建设工程流水施工方式的特点之一是()。

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A.单位时间内投入的劳动力较少

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B.专业工作队能够连续施工

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C.能够充分利用工作面进行施工

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D.施工现场的组织管理比较简单

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69.进行偏差分析最常用的一种方法是()。

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A.横道图法

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B.曲线法

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C.表格法

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D.直方图法

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70.当利用S 曲线比较工程项目的实际进度与计划进度时，如果检查日期实际进展点落在计划S 曲线的左侧，则该实际进展点与计划S 曲线在水平方向的距离表示工程项目()。

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A.实际超额完成的任务量

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B.实际拖欠的任务量

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C.实际进度拖后的时间

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D.实际进度超前的时间

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71.通过实际进度前锋线与原进度计划中各工作箭线交点的位置来判断工作实际进度与计划进度的偏差，进而判定该偏差对后续工作及总工期影响程度的方法，称为()。

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A.横道图比较法

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B.前锋线比较法

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C.“香蕉曲线”比较法

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D.列表比较法

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72.下列关于实际进度监测与调整系统过程的表述，错误的是()。

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A.现场实地检查工程进展情况是为了收集进度报表资料

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B.进度控制的效果与收集数据资料的时间间隔有关

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C.实际进度数据的加工处理是为了形成与计划进度具有可比性的数据

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D.进度调整措施应以后续工作和总工期的限制条件为依据

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73.组织流水施工时，划分施工段的最根本目的是( )。

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A.满足施工工艺的要求

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B.可增加更多的专业工作队

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C.提供工艺或组织间歇时间

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D.使各专业队在不同施工段进行流水施工

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74.在网络计划费用优化过程中，当出现两条独立的关键线路时，在考虑对质量、安全影响的基础上，优先选择的压缩对象应是这两条关键线路上( )的工作组合。

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A.资源消耗量之和最小

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B.直接费用率之和最小

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C.持续时间之和最长

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D.间接费用率之和最小

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75.在建设工程进度监测过程中，监理工程师要想更准确地确定进度偏差，其中的关键环节是( )。

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A.缩短进度报表的间隔时间

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B.缩短现场会议的间隔时间

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C.将进度报表与现场会议的内容更加细化

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D.对所获得的实际进度数据进行加工处理

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76.当采用匀速进展横道图比较法对比分析实际进度与计划进度时，如果涂黑的粗线右端落在检查日期右侧，表明( )。

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A.超额完成的任务量

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B.实际进度拖后

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C.尚未完成的任务量

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D.实际进度超前

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77.在工程网络计划中，某项工作的最迟完成时间与最早完成时间的差值为该工作的( )。

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A.总时差

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B.时距

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C.自由时差

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D.时间间隔

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78.监理工程师应对承包单位申报的已完分项工程量进行核实，在( )检查验收后，签发工程进度款支付凭证。

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A.质量监理人员

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B.专业监理技术人员

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C.总监理工程师

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D.现场监理人员

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79.某工程合同总额300 万元，工程预付款为合同总额的20%，主要材料、构件占合同总额的50%，则工程预付款的起扣点为( )万元。

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A.180

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B.200

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C.150

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D.140

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80.某分项工程实物工程量为25000m3，该分项工程人工产量定额为50米3/工日，计划每天安排2 班、每班10 人完成该分项工程，则其持续时间为( )d。

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A.10

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B.25

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C.40

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D.50

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81.根据《建设工程质量管理条例》规定，建设单位在工程开工前应负责办理( )。

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A.施工图设计文件的报审

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B.设计交底

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C.工程监理手续

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D.施工许可证

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E.质量监督手续

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82.排列图是一种常见的质量控制统计分析方法，它可用于( )。

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A.分析造成质量问题的薄弱环节

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B.评价生产过程的能力

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C.掌握质量数据的分布规律

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D.分析质量控制措施的有效性

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E.找出生产不合格品最多的关键过程

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83.设备制造前的质量控制工作有( )。

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A.明确设备制造过程的要求及质量标准

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B.审查设备制造的工艺方案

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C.检验计划和检验要求的审查

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D.对生产人员上岗资格的检查

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E.不合格零件的处置

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84.设备制造过程的监督和检验包括的内容是( )。

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A.加工作业条件的控制

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B.工序产品的检查与控制

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C.不合格零件的处置

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D.设计变更

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E.零部件加工检查验收资料

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85.工程质量事故处理依据应包括( )。

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A.质量事故的实况资料

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B.有关的合同文件

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C.建设单位和监理单位的意见

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D.相关的建设法规

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E.相关的设计文件

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86.在建筑工程施工质量验收中，检验批质量验收的内容包括()检查。

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A.质量资料

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B.允许偏差项目

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C.主控项目

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D.观感质量

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E.一般项目

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87.监理工程师对工程承包单位资质的核查内容包括( )。

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A.建设业绩

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B.建设规模

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C.技术措施

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D.技术装备

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E.资金情况

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88.工程量的计算可按初步设计图样和有关额定手册或资料进行。常用的定额、资料有( )。

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A.概算指标

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B.扩大结构定额

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C.已建成的类似建筑物、构筑物的资料

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D.估算指标

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E.每万元、每10 万元投资工程量和劳动量及材料消耗扩大指标

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89.由于承包商的原因造成工期延误，业主进行反索赔，在确定违约金费率时，一般应考虑( )因素。

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A.业主盈利损失

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B.由于工期拖期造成的贷款利息增加

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C.由于工期拖期带来的附加监理费

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D.由于工期延长导致的设备涨价

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E.由于工程拖期不能使用，继续租用原建筑物或租用其他建筑物的租赁费

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90.排列图可以形象、直观地反映质量的主次因素，其主要应用于( )。

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A.安全问题分析

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B.成本费用分析

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C.分析系统性原因引起的质量问题

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D.分析比较各单位质量管理水平

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E.分析造成质量问题的薄弱环节

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91.进行工程质量事故处理的主要依据有( )。

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A.质量事故的实况资料

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B.主观臆断

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C.有关合同及合同文件

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D.有关的技术文件和档案

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E.相关的建设法规

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92.建设工程质量的特性主要有( )。

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A.耐久性

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B.安全性

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C.复杂性

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D.与环境的协调性

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E.经济性

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93.分部工程的验收，应由总监理工程师组织( )进行。

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A.施工单位项目技术负责人

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B.施工单位质量负责人

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C.施工单位项目负责人

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D.质量监督部门负责人

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E.材料供应单位负责人

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94.工程监理单位勘察质量管理的主要工作包括( )。

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A.检查所使用设备、仪器计量的检定情况

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B.检查勘察现场及室内试验主要岗位操作人员的资格

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C.审查勘察单位提交的勘察成果报告

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D.审查勘察单位提交的勘察方案

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E.编制工程勘察任务书和选择工程勘察单位

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95.建设单位管理费包括( )。

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A.工程招标费

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B.建设单位采购及保管材料费

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C.合同契约公证费

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D.工程质量监督检测费

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E.竣工验收费

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96.工程量清单计价下编制投标报价的原则包括( )。

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A.投标价应由招标人或受其委托具有相应资质的工程造价咨询人编制

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B.报价计算方法要科学严谨、简明适用

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C.投标人的投标报价不得高于成本

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D.按招标人提供的工程量清单填报价格

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E.应该以施工方案、技术措施等作为投标报价计算的基本条件

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97.在最高限额成本加固定最大酬金计价方式的合同中，首先要确定( )。

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A.最高限额成本

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B.目标成本

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C.报价成本

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D.周转时间

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E.最低成本

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98.根据《建设工程施工合同(示范文本)》GF-2013-0201，关于单价合同的计量程序说法不正确的是( )。

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A.监理人应在收到承包人提交的工程量报告后 14 天内完成对承包人提交的工程量报表的审核并报送发包人，以确定当月实际完成的工程量

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B.监理人对工程量有异议的，有权要求承包人进行共同复核或抽样复测

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C.承包人应协助监理人进行复核或抽样复测，并按监理人要求提供补充计量资料

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D.承包人未按监理人要求参加复核或抽样复测的，监理人复核或修正的工程量视为承包人实际完成的工程量。

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E.监理人未在收到承包人提交的工程量报表后的 14 天内完成审核的，承包人报送的工程量报告中的工程量视为承包人实际完成的工程量，据此计算工程价款

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99.根据《企业安全生产费用提取和使用管理方法》(财企[2012]16 号)，关于安全文明施工费的说法，正确的有( )。

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A.发包人应在开工后 28 天内预付不低于当年施工进度计划的安全文明施工费总额的 60％

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B.承包人对安全文明施工费应专款专用，不得挪作他用

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C.承包人应将安全文明施工费在财务账目中单独列项备查

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D.发包人没有按时支付安全文明施工费的，承包人可以直接停工

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E.发包人在付款期满后 7 天内仍未支付安全文明施工费的，若发生安全事故，发包人承担全部责任

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100.FIDIC 合同条件下，承包人只能索赔费用的有( )。

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A、当发包人为应投保方而未投保时

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B、暂停施工

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C、成本的增减

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D、法规改变

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E、当局造成的延长

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101.施工图预算工程量审查中常见的问题有( )。

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A、多计工程量

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B、重复计算工程量，虚增工程量

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C、项目变更后，该减的工程量未减

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D、未考虑施工方案对工程量的影响

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E、设计变更

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102.通过比较实际进度 S 曲线和计划进度 S 线，可以获得( )的信息。

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A、工程项目实际进展状况

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B、工程项目实际进度超前或拖后的时间

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C、工程项目实际超额或拖欠的任务量

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D、后期工程进度预测

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E、各项工作的最早开始时间和最迟开始时间

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103.建设投资由()等组成。

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A.设备工器具购置费

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B.工程建设间接费

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C.建筑安装工程费

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D.工程建设其他费

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E.预备费

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104.下列说法正确的是()。

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A.可调工料单价法和固定综合单价法在分项编号、项目名称方面是一致的

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B.可调工料单价法和固定综合单价法在计量单位、工程量计算方面是一致的

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C.可调工料单价法将工、料、机再配上预算价作为直接成本单价，间接成本、利润、税金分别计算

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D.固定综合单价法将工、料、机再配上预算价作为直接成本单价，间接成本、利润、税金分别计算

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E.用固定综合单价法计算工程进度款比用可调工料单价法更方便、省事

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105.在竣工决算中，属于新增固定资产价值的有( )。

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A.生产准备费

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B.建设单位管理费

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C.研究试验费

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D.土地使用权出让金

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E.工程监理费

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106.下列工程项目中，适合采用成本加酬金合同的有( )。

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A.抢险、救灾工程

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B.工程结构简单的工程

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C.工程量小、工期短的工程

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D.招投标阶段工程范围无法界定，缺少工程的详细说明，无法准确估价

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E.工程量一时不能明确、具体地予以规定的工程

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107.根据《建筑安装工程费用项目组成》(建标[2013]44 号)，应计人社会保险费的有( )。

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A.失业保险费

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B.财产保险费

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C.劳动保护费

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D.医疗保险费

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E.工伤保险费

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108.为保证工程建设中各个环节相互衔接，工程项目进度平衡表中应明确的内容包括( )。

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A.各种设计文件交付日期

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B.主要设备交货日期

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C.施工单位进场日期

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D.工程材料进场日期

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E.水、电及道路接通日期

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109.建设工程组织依次施工时，其特点包括( )。

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A.没有充分地利用工作面进行施工，工期长

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B.如果按专业成立工作队，则各专业队不能连续作业

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C.施工现场的组织管理工作比较复杂

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D.单位时间内投入的资源量较少，有利于资源供应的组织

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E.相邻两个专业工作队能够最大限度地搭接作业

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110.在组织流水施工时，确定流水节拍应该考虑的因素有( )。

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A.所采用的施工方法和施工机械

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B.相邻两个施工过程相继开始施工的最小时间间隔

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C.施工段数目

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D.在工作面允许的前提下投入的劳动量和机械台班数量

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E.专业工作队的工作班次

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111.某工程双代号网络计划如下图所示，图中已标出每个节点的最早开始时间和最迟开始时间，该计划表明( )。

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A.工作④-⑥为关键工作

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B.工作②-⑤的总时差为 4

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C.工作⑦-⑧的自由时差为 3

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D.工作③-⑦的自由时差为 2

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E.工作⑤-⑨的总时差为 1

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112.某工程网络计划执行到第 8 周末检查进度情况见下表(单位：周)。从中可以得到正确的结论是( )。



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A.工作 H 影响总工期 1 周

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B.工作 k 提前 1 周

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C.工作 k 尚有总时差为零

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D.工作 M 按计划进行

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E.工作 H 尚有总时差 1 周

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113.建设工程施工物资储备计划的编制依据包括( )。

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A.物资需求计划

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B.物资储备定额

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C.物资储备方式

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D.物资供应市场价格

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E.物资供应市场分布

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114.关于关键线路和关键工作的叙述，正确的有(　　)。

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A.在网络计划中，总时差最小的工作为关键工作

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B.从起点节点到终点节点的通路中，各项工作持续时间总和最大的是关键线路

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C.关键线路上可能有虚工作存在

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D.关键工作的总时差相等

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E.开始节点和完成节点均是关键节点的工作一定是关键工作

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115.在工程双代号网络计划中，某项工作的最早完成时间是指其( )。

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A.开始节点的最早时间与工作总时差之和

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B.开始节点的最早时间与工作持续时间之和

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C.完成节点的最迟时间与工作持续时间之差

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D.完成节点的最迟时间与工作总时差之差

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E.完成节点的最迟时间与工作自由时差之差

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116.在组织流水施工时，确定流水节拍应考虑的因素有( )。

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A.施工段数目

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B.所采用的施工方法和施工机械

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C.专业工作队的工作班次

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D.相邻两个施工过程相继开始施工的最小间隔时间

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E.在工作面允许的前提下投入施工的工人数和机械台班数量

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117.流水施工的表达方式除网络图外，主要还有横道图和垂直图两种，其中垂直图表示法的优点有( )。

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A.施工过程及其先后顺序表达清楚

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B.编制实际工程进度计划方便

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C.时间和空间状况形象直观

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D.可以找出关键线路和关键工作

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E.斜向进度线的斜率可以直观地表示出各施工过程的进展速度

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118.某工程施工至某月底，经偏差分析得到投资偏差(CV)<0，进度偏差(SV)<0，则表明( )。

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A.已完工作实际投资节约

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B.计划工作预算投资>已完工程实际投资

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C.已完工作实际进度超前

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D.计划工程预算投资>己完工程预算投资

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E.已完工作实际投资>已完工程预算投资

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119.在建设单位的进度计划系统中，工程项目年度计划的编制依据有( )。

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A.工程项目建设总进度计划

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B.综合进度控制计划

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C.批准的设计文件

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D.设计总进度计划

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E.施工图设计工作进度计划

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120.流水施工方式与依次施工方式和平行施工方式比较，其优点包括( )。

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A.有利于提高技术水平和劳动生产率

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B.有利于提高工程质量

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C.使相邻专业队的开工时间能够最大限度地搭接

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D.充分地利用工作面进行施工，工期短

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E.专业工作队能连续施工