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1.建设工程质量的特性中，“在规定的时间和规定的条件下完成规定功能的能力”是指工程的 ( )。
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A.耐久性
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B.安全性
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C.可靠性
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D.适用性
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2.建设工程质量特性中，工程经济性具体表现为( )之和。
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A.设计成本、使用成本、维修费用
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B.施工成本、维修费用、使用成本
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C.设计成本、采购成本、施工成本
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D.设计成本、施工成本、使用成本
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3.工程项目在竣工验收时无法进行工程内在质量的检验，这说明工程质量具有( )特点。
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A.隐蔽性
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B.终检的局限性
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C.影响多样性
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D.影响复杂性
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4.监理工程师在工程质量控制中，应遵循质量第一、预防为主、坚持质量标准、( )的原则。
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A.以人为核心
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B.提高质量效益
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C.质量进度并重
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D.减少质量损失
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5.我国建设工程质量监督管理的具体实施者是( )。
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A.建设行政主管部门
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B.工程质量监督机构
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C.监理单位
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D.建设单位
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6.“将活动和相关的资源作为过程进行管理，可以更高效地得到预期的结果。”，体现了质量管理的( )原则。
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A.与供方互利的关系
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B.过程方法
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C.管理的系统方法
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D.以顾客为关注焦点
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7.直方图法通过分布位置观察分析时，质量特性数据的分布( )，其质量能力处于临界状态，易出现不合格，必须分析原因，采取措施。
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A.宽度边界达到质量标准的上下界限
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B.居中且边界与质量标准的上下界限有较大的距离
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C.偏下限
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D.已出现超出质量标准的上下界限
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8.项目监理机构发现施工存在质量问题的，或施工单位采用不适当的施工工艺，或施工不当，造成质量不合格的，应( )。
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A.及时签发监理通知单
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B.及时下达工程停工令
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C.向主管机关报告
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D.停工检查
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9.工程建设不同阶段对工程项目质量起着不同的影响。工程( )是决定工程项目质量的关键环节。
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A.勘察质量
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B.设计质量
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C.施工质量
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D.竣工验收质量
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10.普通混凝土进行坍落度试验的适用范围( )。
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A.骨料最大粒径不大于 50mm，坍落度值不小于 20mm
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B.骨料最大粒径不大于 40mm，坍落度值不小于 10mm
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C.骨料最大粒径不大于 50mm，坍落度值不小于10mm
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D.骨料最大粒径不大于 40mm，坍落度值不小于 20mm
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11.在工程质量控制的统计方法中，可以用来系统整理分析某个质量问题及其产生原因之间关系的方法是( )。
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A.相关图法
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B.树枝图法
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C.排列图法
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D.直方图法
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12.可直接用于施工作业技术活动质量控制的专门技术性法规是( )。
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A.监理规范
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B.施工管理规程
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C.混凝土验收规范
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D.电焊操作规程
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13.总包单位依法将建设工程分包时，分包工程发生的质量问题，应( )。
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A.由总包单位负责
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B.由总包单位与分包单位承担连带责任
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C.由分包单位负责
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D.由总包单位、分包单位、监理单位共同负责
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14.排列图法是利用排列图寻找影响质量主次因素的一种有效方法。实际应用中，通常按累计频率划分为三部分，与其对应的影响因素分别为A、B、C三类，其中A类是指( )。
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A.0～60%
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B.0～80%
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C.80%～90%
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D.90%～100%
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15.大型临时设备在使用前，承包单位必须取得()的审查批准，办好相关手续后，监理工程师方可批准投入使用。
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A.当地劳动安全部门
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B.省(自治区、直辖市)劳动安全部门
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C.本单位安全部门
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D.本单位上级安全主管部门
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16.在GB/T19000—2000 族标准的质量管理体系基础中，将由组织的顾客或由其他人以顾客的名义对质量管理体系所进行的审核称为( )审核。
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A.第一方
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B.第二方
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C.顾客
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D.第三方
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17.在双代号或单代号网络计划中，工作的最早开始时间应为其所有紧前工作( )。
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A.最早完成时间的最大值
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B.最早完成时间的最小值
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C.最迟完成时间的最大值
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D.最迟完成时间的最小值
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18.物资供应计划的编制首先要考虑( )的平衡。
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A.数量
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B.时间
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C.运输
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D.资金
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19.物资供应计划的编制首先要考虑( )的平衡。
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A.数量
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B.时间
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C.运输
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D.资金
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20.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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21.描述数据集中趋势的特征值是( )。
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A.变异系数
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B.标准偏差
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C.总体算术平均数
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D.极差
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22.确保设备配套投产正常运转的重要环节是在设备安装经检验合格后还必须进行( )。
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A.整机检验
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B.性能检测
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C.试运转
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D.复验
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23.监理工程师应审查不同阶段工程勘察报告的内容和深度是否满足( )和设计工作的要求。
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A.项目招标
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B.施工组织
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C.勘察任务书
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D.勘察进度计划
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24.下列机械设备，属于施工过程中使用的机具设备的是( )。
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A.通风设备
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B.测量仪器
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C.空调设备
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D.电梯、泵机
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25.下列工程质量统计分析方法中，寻找影响质量主次因素的有效方法是( )。
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A.直方图法
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B.控制图法
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C.排列图法
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D.因果分析图法
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26.工程施工前，应由施工单位制定分项工程和检验批的划分方案，并由( )审核。
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A.设计单位
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B.建设行政主管部门
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C.项目监理机构
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D.建设单位
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27.在建设投资中，( )属于动态投资部分。
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A.基本预备费
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B.建设期利息
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C.设备运杂费
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D.铺底流动资金
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28.根据《建筑安装工程费用项目组成》(建标[2013]44 号)，下列费用中，应计入措施项目费的是( )。
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A.检验试验费
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B.总承包服务费
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C.施工机具使用费
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D.工程定位复测费
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29.某施工机械预算价格为 1100 万元，折旧年限为 10 年，年平均工作 225 个台班，残值率为 4％，则该机械台班折旧费为( )元。
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A.4296.67
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B.4693.33
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C.4266.67
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D.4444.44
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30.某工程，设备与工器具购置费为 600 万元，建筑安装工程费为 1000 万元，工程建设其它费为100 万元，基本预备费率为 10%，该工程项目的基本预备费应为( )。
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A.100
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B.160
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C.170
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D.200
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31.铺底流动资金是指生产性建设工程为保证生产和经营正常进行，按规定应列入建设工程总投资的铺底流动资金。铺底流动资金一般按流动资金的( )计算。
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A.10％
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B.20％
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C.30％
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D.40％
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32.某技术方案总投资 1500 万元，其中资本金 1000 万元，运营期年平均利息 18 万元，年平均所得税 40.5 万元。若项目总投资收益率为 12%，则项目资本金净利润率为( )。
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A.16.20%
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B.13.95%
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C.12.15%
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D.12.00%
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33.实行工程量清单计价的招标工程，投标人可完全自主报价的是( )。
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A.暂列金额
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B.总承包服务费
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C.专业工程暂估价
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D.措施项目费
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34.采用经审定批准的施工图纸及其预算方式发包形成的总价合同，承包人用于结算的最终工程量应该是( )。
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A.按照现行国家计量规范规定的工程量计算规则计算得到的工程量
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B.承包人完成合同工程应予计量的工程量
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C.招标工程量清单中列示的工程量
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D.总价合同各项目的工程量
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35.由于非承包商责任造成承包商自有机械设备窝工和租赁设备窝工，其索赔费按( )计算。
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A.台班费
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B.台班折旧费和租金
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C.折算租金
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D.折管租金乘以规定的降效系数
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36.根据《标准施工招标文件》中合同条款的规定，下列承包人可以索赔工期和费用的情形是( )。
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A.承包人遇到不利物质条件
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B.发包人要求承包人提前竣工
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C.异常恶劣的气候条件
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D.法律变化引起的价格调整
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37.某工程包含两个子项工程：甲子项工程估计工程量为 5000m3 ,合同单价 240 元/m3 ;乙子项估计工程量 2500m3 ，合同单价 580 元/m3 。工程预付款为合同价的 12%，主要材料和构配件所占比重为60%。则该工程预付款的起扣点为( )万元。
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A.212
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B.96
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C.116
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D.176
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38.下列关于竣工结算的程序说法中，错误的是( )。
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A.发包人应在收到竣工结算报告及结算资料后 28 天内进行核实，给予确认或提出修改意见
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B.承包人收到竣工结算价款后 7 天内将竣工工程交付发包人
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C.发包人确认竣工结算报告后向承包人支付竣工结算价款
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D.发包人收到竣工结算报告及结算资料 56 天后不支付竣工结算价款的，承包人可向人民法院申请拍卖该工程，并从拍卖的价款中优先受偿
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39.某工程基坑开挖恰逢雨季，造成承包商雨季施工增加费用超支，产生此费用偏差的原因是 ( )。
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A.业主原因
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B.设计原因
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C.施工原因
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D.客观原因
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40.建设单位直接采购设备时，监理工程师主要是( )。
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A.审查采购方案
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B.对供货商的评审
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C. 协助编制采购方案
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D.选择合适的供货单位
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41.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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42.对生产过程进行动态控制的方法是()。
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A.控制图法
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B.排列图法
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C.直方图法
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D.因果分析图法
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43.某新建项目，建设期为2 年，估计需向银行贷款2000 万元，贷款时间安排为：第1 年1000 万元，第2 年1000 万元。年利率为10%，用复利 法计算该项目建设期贷款利息为()万元。
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A.310
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B.300
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C.205
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D.200
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44.国际工程项目建筑安装工程费用构成中，分包费的数额等于()。
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A.分包商的报价
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B.承包商对分包商的管理费
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C.业主对分包商的管理费
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D.分包商报价及相应总承包管理费
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45.有些固定单价合同规定，如果实际工程量与报价表中的工程量相差超过( )时，允许承包方调整合同单价。
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A.±5%
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B.±8%
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C.±10%
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D.±15%
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46.某项目，在建设期初的建筑安装工程费为1000 万元，设备工(器)具购置费为800 万元，项目建设期为2 年，每年投资额相等，建设期内年平均价格上涨率为5%，则该项目建设期的涨价预备费为( )万元。
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A.50.00
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B.90.00
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C.137.25
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D.184.50
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47.一般情况下，工程量计量以( )为准。
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A.计划工程量
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B.实体工程量
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C.标准工程量
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D.定额工程量
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48.FIDIC《施工合同条件》关于工程变更权的描述不正确的是( )。
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A.承包商应绝对遵守并执行每项变更
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B.工程师可通过发布指示或要求承包商提交建议书的方式提出变更
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C.任何部分工程的标高、位置和(或)尺寸改变可以构成变更
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D.只有工程师指示或批准了变更，承包商才能对永久工程做出改变和(或)修改
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49.根据现行《建筑安装工程费用项目组成》(建标[2013]44 号)，下列费用中，应计入分部分项工程费的是( )。
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A.安全文明施工费
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B.二次搬运费
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C.施工机械使用费
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D.大型机械设备进出场及安拆费
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50.根据《建设工程工程量清单计价规范》(GB50500)编制的分部分项工程量清单，其工程数量是按照( )计算的。
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A.实际施工完成的全部工程量
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B.工程实体量和损耗量之和
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C.形成工程实体为准，以完成后的净值
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D.设计文件结合不同施工方案确定的工程量平均值
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51.某工程由于承包人原因未在约定的工期内竣工，若该工程在原约定竣工日期后继续施工，则采用价格指数调整其价格差额时，现行价格指数应采用( )。
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A.原约定竣工日期的价格指数
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B.实际竣工日期的价格指数
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C.实际竣工日期前42d 的价格指数
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D.原约定竣工日期和实际竣工日期价格指数中较低的一个
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52.对于重大工程项目，支付工程预付款应( )。
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A.预付合同金额的10%
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B.预付合同金额的30%
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C.按年度工程计划逐年预付
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D.除暂列金额外，预付合同金额的15%
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53.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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54.在建设工程进度控制计划体系中，具体安排单位工程的开工日期和竣工日期的计划是( )。
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A.工程项目进度平衡表
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B.单位工程施工进度计划
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C.工程项目前期工作计划
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D.工程项目总进度计划
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55.建设工程施工组织方式中，平行施工方式具有的特点是( )。
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A.各工作队实现了专业化施工
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B.施工现场的组织.管理比较复杂
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C.没有充分利用工作面进行施工
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D.单位时间内投入的资源量较大
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56.建设工程组织流程施工时，用来表达流水施工在空间布置上开展状态的参数有( )。
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A.施工过程和流水强度
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B.流水节拍和流水步距
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C.工作面和施工段
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D.成倍节拍和流水节奏
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57.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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58.某分部工程有 3 个施工过程，分为 4 个施工段组织流水施工。各施工过程的流水节拍分别为 3 天、5 天、4 天、3 天，3 天、4 天、4 天、2 天和 4 天、3 天、3 天、4 天，则流水施工工期为( ) 天。
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A.20
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B.21
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C.22
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D.23
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59.在工程网络计划的工期优化过程中，在缩短工作持续时间对质量和安全影响不大的情况下，应选择的压缩对象是( )的关键工作。
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A.缩短持续时间所需增加费用最少
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B.持续时间最长且有充足备用资源
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C.持续时间最长且资源消耗最少
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D.资源消耗少从而使直接费用最少
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60.在某工程单代号搭接网络计划中，关键线路是指( )的线路。
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A.相邻两项工作之间的时距之和最大
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B.相邻两项工作之间时间间隔全部为零
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C.工作的持续时间总和最大
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D.相邻两项工作之间的时距全部为零
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61.采用非匀速进展横道图比较法比较工作实际进度与计划进度时，涂黑粗线的长度表示该工作 的( )。
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A.计划完成任务量
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B.实际完成任务量
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C.实际进度偏差
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D.实际投入的时间
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62.建设工程设计阶段进度控制的主要任务是( )。
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A.出图控制
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B.施工进度控制
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C.设备供应进度控制
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D.材料供应进度控制
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63.在施工总进度计划的编制过程中，确定各单位工程的开竣工时间和相互搭接关系时，应 考虑的因素是( )。
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A.各承包单位的资质条件和技术力量
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B.施工顺序与主要生产系统投产次序不相关
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C.尽量提前建设可供施工使用的永久性工程
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D.各单位工程尽可能同时开工和完工
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64.在工程项目开工前，项目监理机构应审查施工单位报审的施工总进度计划和阶段性施工进度计划，提出审查意见，并应由总监理工程师审核后报建设单位。施工进度进度计划审查应不包括的内容( )。
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A.施工进度计划应符合施工合同中工期的约定
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B.施工顺序的安排应符合施工工艺要求
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C.施工人员、工程材料等资源供应计划应满足施工进度计划的需要
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D.主要机具、材料等的利用是否均衡和充分
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65.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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66.造成工程质量终检局限性的主要原因是()。
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A.隐蔽工程多
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B.检验项目多
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C.工序交接多
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D.影响因素多
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67.在网络计划工期优化过程中，当出现多条关键线路时，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各条关键线路上()。
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A.直接费之和最小的工作组合，且压缩后的工作仍然是关键工作
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B.直接费之和最小的工作组合，而压缩后的工作可能变为非关键工作
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C.直接费用率之和最小的工作组合，且压缩后的工作仍然是关键工作
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D.直接费用率之和最小的工作组合，而压缩后的工作可能变为非关键工作
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68.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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69.单位工程施工进度计划通常应由()负责编制。
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A.建设单位
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B.监理工程师
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C.设计单位
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D.施工承包单位
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70.当利用s 形曲线进行实际进度与计划进度比较时，如果检查日期实际进展点落在计划S 形曲线的右侧，则该实际进展点与计划S 形曲线的水平距离表示工程项目( )。
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A.实际进度超前的时间
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B.实际进度拖后的时间
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C.实际超额完成的任务量
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D.实际拖欠的任务量
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71.在进度计划实施的调整中，正确的是( )。
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A.网络计划中某项工作进度超前，不需要进行调整
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B.非关键线路上的工作不需进行调整
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C.某项工作实际进度拖延的时间超过其总时差时，只需考虑总工期的限制条件
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D.网络计划中某项工作进度拖延时间超过其总时差，而工程项目必须按原计划工期完成，则只能采取压缩关键线路上后续工作持续时间进行调整
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72.在合理的劳动组织与合理使用材料的条件下，某种专业、某种技术等级的工人班组或个人在单位工日中所应完成的质量合格的产品数量，称为( )。
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A.产量定额
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B.时间定额
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C.行业定额
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D.企业定额
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73.在实际进度与计划进度的比较方法中，( )仅适用于工作从开始到结束的整个过程中，其进展速度均为固定不变的情况。
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A.非匀速进展横道图比较法
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B.匀速进展横道图比较法
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C.S 曲线比较法
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D.前锋线比较法
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74.在时标网络计划的坐标体系中，( )可以明确表示出整个工程的开工日期和完工日期及各项工作的开始日期和完成日期，同时还可以考虑扣除节假日休息时间。
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A.日历坐标体系
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B.计算坐标体系
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C.间接坐标体系
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D.工作日坐标体系
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75.为建设工程的施工创造必要的技术和物资条件，统筹安排施工力量和施工现场的是施工单位的( )。
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A.施工总进度计划
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B.施工准备工作
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C.单位工程施工进度计划
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D.分部分项工程进度计划
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76.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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77.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综合单价为550 元/米3，实际工程量超过估计工程量15%以 上时，单价调整为540 元/米3。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( )万元。
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A.216.0
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B.219.0
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C.219.45
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D.220.0
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78.工程网络计划的费用优化是指寻求( )的过程。
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A.资源使用均衡时工程总成本最低
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B.工期固定条件下工程总成本最低
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C.总成本最低时的工期安排
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D.工程总成本固定条件下最短工期安排
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79.为了有效地控制施工进度，要将施工进度总目标从不同角度进行层层分解，其中按项目组成分解总目标的是( )。
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A.单位工程动用时间
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B.土建工程完工日期
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C.一季度进度目标
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D.二期(年)工程进度目标
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80.在施工进度控制过程中，监理工程师的主要工作内容不包括( )。
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A.下达工程开工令
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B.监督施工进度计划的实施
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C.组织现场协调会
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D.向承包商提供进度报告
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81.建设工程质量特性主要表现在( )。
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A.适用性
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B.安全性
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C.经济性
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D.节能性
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E.稳定性
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82.下列关于建设工程质量特点的表述中，正确的是( )。
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A.评价方法的特殊性
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B.终检的局限性
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C.与环境的协调性
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D.质量隐蔽性
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E.质量波动大
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83.根据《中华人民共和国建筑法》的规定，建设单位领取施工许可证，应当具备的条件有( )。
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A.已经办理了该建筑工程用地批准手续
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B.拆迁进度符合施工要求
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C.有满足施工需要的施工图纸
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D.有保证工程质量和安全的具体措施
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E.建设资金正在落实
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84.质量管理体系内部审核的主要目的有( )。
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A.评价对国家有关法律法规及行业标准要求的符合性
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B.确定受审核方质量管理体系与审核准则的符合程度
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C.验证质量管理体系是否持续满足规定目标的要求且保持有效运行
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D.为受审核方提供质量改进的机会
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E.确定现行的质量管理体系的有效性
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85.设计交底是保证工程质量的重要环节，设计交底应由建设单位主持,交底会议纪要应由设计单位整理，与会各方会签。设计交底的内容包括( )。
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A.设计依据及参数
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B.设计意图说明
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C.施工图设计文件总体介绍
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D.设计计算方法
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E.特殊的工艺要求
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86.勘察成果评估报告的内容包括( )。
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A.勘察工作概况
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B.勘察报告编制深度
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C.与勘察标准的符合情况
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D.勘察任务书的完成情况
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E.勘察进度要求
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87.设计方案评审中，总体方案评审的重点是( )。
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A.设计依据
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B.设计规模
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C.产品方案
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D.工艺流程
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E.设计标准
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88.勘察阶段监理的工作内容有( )。
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A.建立项目监理机构
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B.编制勘察阶段监理规划
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C.组织勘察成果技术交底
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D.收集资料，编写勘察任务书或勘察招标文件，确定技术要求和质量标准
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E.原始记录表格应按要求认真填写清楚，并经有关作业人员检查、签字
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89.设备安装经检验合格后，还必须进行试车。设备试车时，试运行应坚持的步骤是( )。
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A.先无负荷后有负荷
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B.先从动系统后主动系统
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C.先手控、遥控，最后自控运转
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D.先高速后降至低速运转
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E.先部件后组件，再单机、机组
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90.在单位工程或子单位工程质量验收时，应对其是否符合设计和规范要求及总体质量水平做出评价，其综合验收结论由参加验收的( )共同商定。
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A.建设单位
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B.设计单位
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C.监理单位
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D.工程质量监督机构
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E.施工单位
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91.工程价款常用的动态结算办法有( )。
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A.主料按抽料计算价差
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B.竣工调价系数法
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C.按主材计算价差
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D.按变动价格结算法
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E.调值公式法
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92.人工定额的两种表现形式为( )。
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A.企业定额
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B.劳动消耗定额
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C.时间定额
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D.材料消耗定额
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E.产量定额
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93.利用横道图表示工程进度计划的特点包括( )。
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A.不便于缩短工期和降低工程成本
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B.不能反映工程费用与工期之间的关系
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C.不能明确地反映出影响工期的关键工作和关键线路
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D.不利于建设工程进度的动态控制
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E.不能明确地表示出各项工作的划分
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94.质量问题处理完毕，监理工程师写出的质量问题处理报告应报( )存档。
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A.建设行政主管部门
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B.工程质量监督机构
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C.建设单位
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D.设计单位
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E.监理单位
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95.国产非标准设备原价的确定可采用的方法是( )。
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A.成本计算估价法
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B.系列设备插入估价法
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C.分部组合估价法
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D.百分比法
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E.定额估价法
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96.下列关于设备及工器具购置费的描述中，正确的是( )。
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A.设备购置费由设备原价和设备运杂费组成
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B.国产标准设备带有备件时，其原价按不带备件的价值计算，备件价值计入工器具购置费中
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C.国产设备的运费和装卸费是指由设备制造厂交货地点起至工地仓库止所产生的运费和装卸费
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D.进口设备的离岸价格一般包含了运费在内的货物价格
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E.工具、器具及生产家具购置费一般以设备购置费为计算基数，乘以部门或行业规定的定额费率计算
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97.下列关于利用实物法进行施工图预算编制的说法中，正确的是( )。
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A.反映实际水平
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B.适用于市场经济条件波动较大的情况
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C.工作量小
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D.计算简便
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E.误差小
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98.按《建设工程工程量清单计价规范》GB50500-2013，分部分项工程量清单应按统一的( )进行编制。
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A.项目名称
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B.项目特征
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C.项目编码
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D.计量单位
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E.工程量计算规则
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99.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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100.根据《建设工程工程量清单计价规范》GB50500-2013，关于单价合同工程计量的说法，正确的有( )。
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A.承包人认为发包人核实后的计量结果有误，应及时口头告知发包人
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B.发包人在现场计量前 24 小时通知承包人，承包人未派人参加计量结果有效
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C.工程量按承包人在履行合同义务过程中实际完成应予计量的工程量确定
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D.对于承包人原因造成超出施工图纸范围施工的工程量,不予计量
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E.对工程变更引起工程量的增减变化，应据实调整,正确计量
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101.根据《建设工程工程量清单计价规范》GB50500-2013，关于计日工的说法，正确的有( )
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A.发包人通知承包人以计日工方式实施的零星工作，承包人应予执行
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B.采用计日工计价的任何一项变更工作，承包人都应将相关报表和凭证送发包人复核
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C.发包人在收到承包人提交现场签证报告后的 2 天内，应予以确认计日工记录汇总
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D.计日工是承包人完成合同范围内的零星项目按合同约定的单价计价的一种方式
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E.每个支付期末，承包人应向发包人提交本期间所有计日工记录的签证汇总表
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102.下列关于招标控制价的说法中，符合《建设工程工程量清单计价规范》(GB50500—2013)规定的有( )。
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A、招标控制价是对招标工程编制的最高投标限价
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B、可用招标控制价代替标底进行招标
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C、招标人在招标文件中应公布招标控制价各组成部分的详细内容
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D、招标控制价允许有一定幅度的下调
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E、招标人不得在招标文件中只公布招标控制价的总价
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103.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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104.可行性研究报告的内容应包括( )。
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A.市场需求预测和拟建规模
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B.资源、原材料、燃料、电及公用设施条件
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C.建厂条件和厂址方案及项目的工程设计方案
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D.项目施工阶段的划分
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E.投资估算和资金筹措及项目的经济评价
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105.施工图设计工作进度计划主要考虑( )。
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A.方案设计
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B.各单位工程的设计进度
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C.搭接关系
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D.概算的编制
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E.修正概算的编制
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106.下列可能导致工程出现质量问题的情况中，属于设计差错的有( )。
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A.盲目套用图纸，采用不正确的结构方案
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B.计算简图与实际受力情况不符，荷载取值过小
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C.沉降缝或变形缝设置不当
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D.图纸未经会审，仓促施工
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E.未搞清地质情况就仓促开工
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107.根据《建筑安装工程费用项目组成》(建标[2004]44 号)的规定，属于建筑安装工程其他项目费的有( )。
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A.现场签证所涉及的费用
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B.计日工费
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C.规费
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D.劳动保护费
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E.总承包服务费
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108.进度控制的经济措施主要包括( )。
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A.及时办理工程预付款及工程进度款支付手续
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B.对应急赶工给予优厚的赶工费用
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C.对工期提前给予奖励
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D.对工程延误收取误期损失赔偿金
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E.建立进度控制工作细则，指导监理人员实施进度控制
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109.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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110.下列关于流水施工的表述中，正确的有( )。
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A.流水施工工期就是整个建设工程的总工期
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B.划分施工段的目的就是为了组织流水施工
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C.流水步距的大小取决于流水节拍及流水施工的组织方式
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D.专业工作队数不会少于参加流水的施工过程数
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E.施工段的数目要满足合理组织流水施工的要求
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111.在建设工程施工阶段确定施工进度分解目标时，应考虑的因素有( )。
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A.土建与设备的综合施工
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B.工程量清单与施工过程的匹配
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C.资源供应能力.施工力量配备与施工进度的平衡
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D.外部协作条件的配合情况
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E.工程项目所在地区地形.地质.水文.气象等方面的限制条件
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112.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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113.在FIDIC合同条件下，材料设备预付款的支付条件不包括( )。
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A.材料、设备已运至工地
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B.材料、设备已部分用于工程
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C.承包商提交材料、设备供应合同或订货合同的影印件
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D.材料、设备的质量和储存方式得到监理工程师认可
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E.材料、设备已完成订货尚未运至工地
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114.当需要缩短关键工作的持续时间时，其缩短值的确定必须符合的要求是( )。
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A.缩短持续时间的工作可变为非关键工作
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B.缩短后工作的持续时间不能小于其最短持续时间
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C.可随意确定
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D.缩短持续时间的工作不可变为非关键工作
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E.缩短后持续时间应等于最短持续时间
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115.横道图和网络图是建设工程进度计划的常用表示方法，将双代号时标网络计划与横道计划相比较，它们的特点是()。
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A.时标网络计划和横道计划均能直观地反映各项工作的进度安排及工程总工期
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B.时标网络计划和横道计划均能明确地反映工程费用与工期之间的关系
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C.横道计划不能像时标网络计划一样，明确地表达各项工作之间的逻辑关系
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D.横道计划与时标网络计划一样，能够直观地表达各项工作的机动时间
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E.横道计划不能像时标网络计划一样，直观地表达工程进度的重点控制对象
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116.为了全面、准确地掌握进度计划的执行情况，监理工程师应认真做好()方面的工作。
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A.定期收集进度报表资料
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B.协助承包单位实施进度计划
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C.现场实地检查工程进展情况
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D.签发工程进度款支付凭证
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E.定期召开现场会议
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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.为了履行设计合同，按期提交施工图设计文件，设计单位应采取( )措施，控制建设工程设计进度。
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A.建立健全设计技术经济定额，并接定额要求进行计划的编制与考核
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B.编制切实可行的设计总进度计划、阶段性设计进度计划和设计进度作业计划
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C.要一成不变地按照计划进度办事
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D.不断分析、总结设计进度控制工作经验，逐步提高设计进度控制工作水平
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E.认真实施设计进度计划，力争设计工作有节奏、有秩序、合理搭接地进行
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119.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
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120.为了控制物资供应进度，监理工程师协助业主进行物资供应决策的工作内容不包括( )。
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A.根据设计图纸和进度计划确定物资供应要求
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B.推荐物资供应单位并签署物资供应合同
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C.组织编制物资供应招标文件
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D.提出对物资供应单位的要求及其在财务方面应负的责任
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E.提出物资供应分包方式及分包合同清单，并获业主认可