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1.工程在规定的条件下，满足规定功能要求使用的年限称其为耐久性。民用建筑主体结构的耐用年限分为( )。
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A.二级
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B.三级
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C.四级
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D.五级
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2.对有抗震设防要求的结构，其纵向受力钢筋的延性、钢筋的强度和最大力下总伸长率的实测值应符合的规定是( )。
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A.钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于 1.30
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B.钢筋的屈服强度实测值与强度标准值的比值不应小于 1.25
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C.钢筋的屈服强度实测值与强度标准值的比值不应大于 1.25
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D.钢筋的最大力下总伸长率不应小于 9％
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3.由总包单位或安装单位采购的设备，其采购方案须事前提交给( )，经其审查同意后方可实施。
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A.项目监理机构
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B.设备总工程师
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C.总工程师
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D.设备安装工程师
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4.关于检验批的划分说法不正确的是( )。
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A.检验批可根据施工、质量控制和专业验收的需要进行划分
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B.施工前，应由施工单位制定分项工程和检验批的划分方案，并由项目监理机构审核
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C.地基与基础的分项工程一般划分一个检验批
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D.地面检验批不含散水、台阶、明沟
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5.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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6.某钢筋混凝土结构工程的框架柱表面出现局部蜂窝麻面，经调查分析，其承载力满足设计要求，则对该框架柱表面质量问题一般的处理方式是( )。
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A.加固处理
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B.修补处理
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C.返工处理
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D.不作处理
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7.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
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C. d>C
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D.d≤C
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8.工程满足使用目的的各种性能，被称为( )。
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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.与环境的协调性
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9.施工图审查批准后，如确需进行修改，必须重新报请( )，由其委托审查机构进行审批后再批准实施。
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A.原审批部门
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B.原审查机构
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C.建设部
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D.上一级审批部门
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10.质量事故技术处理方案，一般应委托( )提出，由其他单位提供的技术处理方案，也应经该单位同意签认。
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A.事故责任单位
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B.建设单位
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C.监理单位
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D.原设计单位
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11.工程事故发生后，总监理工程师应要求施工单位( )小时内写出书面报告。
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A.7
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B.14
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C.20
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D.24
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12.单代号网络计划，非终点节点的工作的自由时差等于( )。
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A.本工作与紧前工作时间间隔的最大值
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B.本工作与紧后工作时间间隔的最大值
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C.本工作与紧前工作时间间隔的最小值
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D.本工作与紧后工作时间间隔的最小值
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13.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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14.监理工程师在勘察阶段质量控制工作的要点之一是()。
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A.勘察实施方案的制定
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B.勘察工作方案的审查
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C.勘察成果的技术交底
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D.勘察工作的总结报告
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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.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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17.设备采购方案最终需获得( )的批准。
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A.建设单位
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B.总监理工程师
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C.项目经理
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D.质检站
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18.通过返修或加固仍不能满足安全使用要求的分部工程、单位(子单位)工程应( )。
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A.见证验收
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B.重新验收
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C.严禁验收
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D.协商验收
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19.对于某些工程质量问题，可能涉及的技术领域比较广泛或问题很复杂，有时仅根据合同规定难以决策，这时可提请( )。
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A.专家论证
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B.实验论证
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C.定期观测
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D.方案比较
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20.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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21.某承包商通过投标承揽了一大型建设项目设计和施工任务，由于施工图样未按时提交而造成实际施工进度拖后。该承包商根据监理工程师指令采取赶工措施后，仍未能按合同工期完成所承包的任务，则该承包商( )。
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A.不仅应承担赶工费，还应向业主支付误期损失赔偿费
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B.应承担赶工费，但不需要向业主支付误期损失赔偿费
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C.不需要承担赶工费，但应向业主支付误期损失赔偿费
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D.既不需要承担赶工费，也不需要向业主支付误期损失赔偿费
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22.监理工程师还应经常了解施工作业中机械设备的工作状况，防止带病运行，这是监理工程师对( )的检查。
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A.大型临时设备
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B.机械设备工作状态
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C.特殊设备安全运行
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D.施工机械设备进场
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23.开工前，项目监理机构应根据( )，确定旁站的关键部位、关键工序，并书面通知施工单位。
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A.施工方案和设计文件
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B.监理实施细则和施工图
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C.工程特点和技术水平
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D.工程特点和施工组织设计
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24.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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25.任何建筑产品在适用、耐久、安全、可靠、经济以及与环境协调性方面都必须达到基本要求。但不同专业的工程，其环境条件、技术经济条件的差异使其质量特点有不同的( )。
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A.侧重面
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B.内在界定
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C.选择范围
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D.内在关系
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26.某工程不符合国家或行业的有关技术标准、设计文件及合同中对质量的要求，该工程属于( )。
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A.质量缺陷
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B.质量问题
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C.质量不合格
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D.质量事故
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27.下列有关建设工程项目投资的特点，说法不正确的是( )。
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A.投资估算应是建设工程设计方案选择和进行初步设计的投资控制目标
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B.设计概算应是进行技术设计和施工图设计的投资控制目标
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C.施工图预算或建安工程承包合同价则应是施工阶段投资控制的目标
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D.竣工结算以合同价格为投资控制目标
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28.下列有关未明确项目准备金描述正确的是( )。
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A.用于补偿直至工程结束时的未知价格增长
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B.用于补偿物质.社会和经济变化引起的估算增加的情况
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C.用于支付工作范围以外可能增加的项目
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D.用于在估算时不可能明确的潜在项目
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29.在人工费的组成内容中，生产工人在病假 5 个月的休假期间的工资属于( )。
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A.基本工资
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B.工资性津贴
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C.特殊情况下支付的工资
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D.职工福利费
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30.根据现行《建筑安装工程费用项目组成》(建标[2013]44 号)，职工的劳动保护费应计入( )。
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A.规费
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B.企业管理费
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C.措施费
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D.人工费
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31.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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32.下列关于投资收益率指标和总投资收益率指标的说法中，正确的是( )。
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A.投资收益率是指投资方案达到设计生产能力后一个正常生产年份的年收益总额与方案投资总额的比率
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B.总投资收益率是指项目达到设计生产能力后正常年份的年息税后利润与项目总投资的比率
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C.投资收益率在一定程度上反映了投资效果的优劣，但不适用于规模较大的项目
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D.投资收益率指标作为主要的决策依据不太可靠
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33.价值工程的目标是以最低的寿命周期成本，使产品具备它所必须具备的功能，产品的寿命周期成本由( )组成。
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A.生产成本和使用成本
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B.生产、使用及维护成本
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C.销售成本和管理费用
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D.销售成本和维护成本
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34.在价值工程的工作程序中，分析阶段的工作步骤是( )。
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A.功能定义、提案编写
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B.功能定义、提案编写、功能评价
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C.功能定义、功能整理
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D.功能定义、功能整理、功能评价
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35.《建设工程工程量清单计价规范》GB50500-2013 附录表中的“项目名称”是指( )的项目名称。
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A.建设工程
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B.单项工程
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C.分部工程
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D.分项工程
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36.为了合理划分发承包双方的合同风险，施工合同中应当约定一个基准日，对于实行招标的建设工程的基准日为( )。
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A.发放施工招标文件前的第 28 天
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B.提交投标文件的截止时间前的第 28 天
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C.建设工程施工合同签订前的第 28 天
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D.建设工程开工前的第 28 天
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37.某工程采用工程量清单计算。施工过程中，业主将屋面防水变更为 PE 高分子防水卷材(1.5mm)，清单无类似项目，工程所在地造价管理机构发布该卷材单价为 18 元/m3 ，该地区定额人工费为 3.5 元/m3 ，机械使用费为 0.3 元/m3 ，除卷材外的其他材料费为 0.6 元/m3，管理费和利润为 1.2 元/m3 。若承包人报价浮动率为 6%，则发承包双方协商确定该项目综合单价的基础为( )元/m3 。
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A.25.02
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B.23.60
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C.22.18
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D.21.06
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38.某项不实行招标的工程，施工过程中发生工程变更，引起分部分项工程项目发生变化，已标 价工程量清单中没有适用也没有类似于变更工程项目的。已知该工程的报价值为 5030万元，施工图预算为 5100 万元，则承包人报价浮动率 L 为( )。
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A.1.37％
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B.1.39％
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C.-1.37％
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D.-1.39％
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39.按现行对基本预备费内容的规定，不属于基本预备费范围的是( )费用。
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A、设计变更增加的
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B、局部地基处理增加的
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C、利率调整增加的
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D、预防自然灾害采取的措施
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40.估算工程量单价合同，在最终工程结算时，工程量是以( )为计算依据。
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A、实际完成的工程量
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B、招标人提供的清单工程量
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C、施工图工程量
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D、估算出的工程量
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41.某混凝土工程招标清单工程量为 200m3，综合单价为 300 元/m3。在施工过程中，由于工程变更导致实际完成工程量为 160 m3。合同约定当实际工程量减少超过 15%时可调整单价，调价系数为 1.1。该混凝土工程的实际工程费用为( )万元。
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A、4.80
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B、4.89
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C、5.28
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D、6.00
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42.某招标项目，承包人报价值为 3000 万元，经修正后的，发承包双方以均认可的 2900 万元签约合同。该项目招标控制价位 3100 万元，承包人施工图预算为 3050 万元。则承包人报价浮动率是( )。
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A、1.64%
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B、3.22%
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C、3.33%
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D、6.45%
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43.进口设备外贸手续费的计算公式为：外贸手续费=( )×人民币外汇牌价×外贸手续费率。
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A.到岸价
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B.离岸价+国外运费
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C.离岸价+国外运输保险费
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D.离岸价
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44.下列关于工程质量事故处理的基本要求的说法中，错误的是( )。
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A.安全可靠，不留隐患
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B.正确确定处理范围，包括直接发生部位和相邻影响作用范围的结构或部件
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C.满足建筑物的功能和使用要求
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D.技术可行，经济合理
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45.某工程承包合同金额为4000万元，则该工程一般情况下应预留( )万元作为保留金。
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A.180
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B.90
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C.200
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D.150
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46.某建筑安装工程，其营业额为5000 万元人民币，则其营业税应为()万元。
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A.100
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B.150
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C.200
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D.250
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47.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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48.某建筑安装工程，其营业额为5000 万元人民币，则其教育费附加应为()万元。
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A.1.5
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B.4.5
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C.6
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D.7.5
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49.竣工决算是指建设工程从()到竣工所发生的所有实际支出。
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A.筹建
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B.可行性研究
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C.初步设计
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D.开工
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50.某工程内容及技术经济指标尚未全面确定，投标报价的依据尚不充分，而发包方因工期要求紧迫必须发包的工程，宜采用( )。
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A.成本加酬金合同
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B.固定总价合同
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C.估算工程量单价合同
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D.可调单价合同
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51.定额的分类中，按( )分类，定额分为国家定额、行业定额、地区定额和企业定额。
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A.建设工程特点
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B.建设程序
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C.反映的物质消耗内容
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D.适用范围
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52.关于投标报价应考虑风险费的叙述中，正确的说法是( )。
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A.如果风险费有剩余，可与业主分享余额
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B.如果风险费估计不足，可以索赔方式请业主支付
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C.风险费在业主的基本预备费中开支
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D.风险费估计不足，承包商只能用利润来补贴
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53.施工图预算审查时，将分部分项工程的单位建筑面积指标总结归纳为工程量、价格、用工3 个单方基本指标，然后利用这些基本指标对拟建项目分部分项工程预算进行审查的方法称为( )。
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A.筛选审查法
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B.对比审查法
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C.分组计算审查法
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D.逐项审查法
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54.建设工程项目总进度目标论证的工作包括：(1)项目结构分析；(2)编制各层进度计划；(3) 进度计划系统的结构分析；(4)项目的工作编码。其正确的工作顺序是( )。
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A.1-3-4-2
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B.1-3-2-4
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C.3-2-1-4
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D.4-1-3-2
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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相等，且施工段之间没有空闲时间的是( )。
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A.非节奏流水施工和加快的成倍节拍流水施工
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B.一般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加快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固定节拍流水施工
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56.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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57.在单代号网络计划中，关键线路是指( )的线路。
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A.各项工作持续时间之和最小
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B.由关键工作组成
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C.相邻两项工作之间时间间隔为零
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D.各项工作只有时差均为零
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58.工程网络计划的工期优化是通过( )，使计算工期满足要求工期。
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A.改变关键工作之间的逻辑关系
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B.将关键工作压缩成非关键工作
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C.压缩直接费最小的工作的持续时间
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D.压缩关键工作的持续时间
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59.下列关于工程网络计划关键工作的表述中，正确的是( )。
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A.单代号搭接网络计划中关键工作与其紧后工作之间的搭接时距最长
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B.单代号网络计划中关键工作与其紧后工作之间的时间间隔为零
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C.工程网络计划中关键工作的自由时差与总时差全部为零
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D.双代号网络计划中关键工作两端的节点必为关键节点
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60.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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61.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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62.根据物资供应的方式不同，监理工程师的主要工作内容也有所不同，其基本内容不包括( )。
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A.协助业主进行物资供应的决策
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B.组织物资供应招标工作
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C.编制、审核和控制物资供应计划
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D.审核施工单位物资供应
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63.在双代号网络计划中，下列说法正确的是( )。
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A.两端为关键节点的工作一定是关键工作
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B.关键节点的最早时间与最迟时间有可能相等
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C.关键工作两端的节点不一定是关键节点
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D.由关键节点组成的线路一定是关键线路
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64.某混凝土工程，9 月份计划工程量为5000m3，计划单价为400 元/m3;而9 月份实际完成工程量为4000m3，实际单价为410 元/m3，则该工程9 月份的进度偏差为()万元。
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A.41
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B.40
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C.36
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D.-36
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65.依据工程项目建设总进度计划和批准的设计文件编制的工程项目年度计划的内容包括()。
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A.投资计划年度分配表
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B.工程项目一览表
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C.工程项目进度平衡表
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D.年度建设资金平衡表
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66.在双代号时标网络计划中，若某工作箭线上没有波形线，则说明该工作()。
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A.为关键工作
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B.自由时差为零
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C.总时差等于自由时差
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D.自由时差不超过总时差
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67.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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68.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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69.在工程网络计划中，工作的最迟完成时间应为其所有紧后工作()。
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A.最早开始时间的最大值
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B.最早开始时间的最小值
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C.最迟开始时间的最大值
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D.最迟开始时间的最小值
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70.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，其主要工作内容有()。
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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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71.某分部工程，流水施工n=4，m=3，t=3，流水步距均等于t，ΣZ=1，ΣC=2，ΣG=1，其流水工期为()天。
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A.16
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B.17
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C.18
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D.19
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72.监理工程师受业主委托对物资供应进度进行控制时，其工作内容包括()。
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A.监督检查订货情况，协助办理有关事宜
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B.确定物资供应分包方式及分包合同清单
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C.拟定并签订物资供应合同
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D.确定物资供应要求，并编制物资供应投标文件
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73.某工程网络计划执行过程中，当某项工作的总时差刚好被全部利用时，则不会影响( )。
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A.其紧后工作的最早开始时间
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B.本工作的最早完成时间
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C.其紧后工作的最迟开始时间
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D.其后续工作的最早开始时间
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74.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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75.当工程进度计划用非时标网络图表示时，可以采用( )进行实际进度与计划进度的比较。
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A.横道图比较法
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B.香蕉曲线比较法
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C.前锋线比较法
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D.列表比较法
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76.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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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.已知工作A 的紧后工作是B 和C，B 工作的最迟开始时间为第14 天，最早开始时间为第10 天，C 工作的最迟完成时间为第16 天，最早完成时间为第14 天。工作的自由时差为5d，则A 工作的总时差为( )d。
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A.0
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B.5
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C.9
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D.7
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79.在分析进度偏差对后续工作及总工期的影响时，如果工作的进度偏差大于该工作的自由时差，则此进度偏差将对( )产生影响。
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A.工程总工期
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B.后续工作的最迟开始时间
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C.后续工作的最早开始时间
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D.后续工作的关键线路
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80.为了确保进度控制目标的实现，通过缩短某些工作持续时间的方法调整施工进度计划时，可采用的组织措施是( )。
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A.增加工作面和施工队伍
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B.改善劳动条件
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C.采用更先进的施工机械
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D.实行包干奖励
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81.某高层住宅工程结构设计合理使用年限 60 年。屋面防水为一级，设计使用年限 15 年。工程于2010 年 6 月 5 日竣工验收合格并交付使用。施工单位出具的质量保修书中有下列内容，其中符合法律法规要求的有( )。
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A.基础工程的保修期限为 60 年
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B.房间和外墙面的防渗漏的保修期限为 15 年
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C.供热系统的保修期限为自 2010 年采暖期起，到 2012 年采暖期结束日止
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D.电气管线、给排水管道、装修工程的保修期限为 1 年
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E.供热与供冷系统，为 2 个采暖期、供冷期
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82.下列有关质量文件的构成，分类正确的有( )。
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A.第一层次：质量手册
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B.第二层次：程序文件
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C.第三层次：作业文件
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C.第三层次：作业文件
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E.第五层次：质量记录
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83.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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84.在运用控制图法时，可以认为生产过程基本上处于稳定状态的条件是( )。
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A.点子几乎全部落在控制界限之内
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B.连续 20 点以上处于控制界限内
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C.控制界限内的点子排列没有缺陷
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D.连续 35 点中有 2 点超出控制界限
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E.连续 100 点中仅有 5 点超出控制界限
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85.下列关于见证取样的说法正确的是( )。
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A.工程项目施工前，由施工单位和项目监理机构共同对见证取样的检测机构进行考察确定
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B.标识和封志应标明工程名称、取样部位、取样日期、样品名称和样品数量等信息，并有见证取样的专业监理工程师和施工单位取样人员签字
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C.施工单位从事取样的人员一般应是试验室人员或专职质检人员担任
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D.试验室出具的报告对外具有法定效果
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E.监理单位应按规定指定检测试验计划
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86.项目监理机构应及时向建设单位提交质量事故书面报告，并应将完整的质量事故处理记录整理归档。质量事故书面报告的内容是( )。
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A.工程及参建单位名称
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B.质量事故发生的时间、地点、工程部位
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C.事故发生原因的初步判断
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D.事故发生后采取的措施及处理方案
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E.主管机关验收文件
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87.工程勘察工作一般分为( )。
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A.可行性研究勘察
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B.初步勘察
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C.详细勘察
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D.施工图勘察
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E.施工方案勘察
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88.在执行《建筑工程施工质量验收统一标准》和各专业验收规范体系的过程中，还需依托相关质量技术支持体系，该体系主要包括( )。
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A.企业管理工作标准
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B.工法与施工工艺标准
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C.施工操作规程
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D.政府质量监督管理体系
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E.现场检测方法标准
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89.工程质量事故具有( )的特点。
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A.复杂性
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B.隐蔽性
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C.严重性
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D.可变性
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E.多发性
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90.对于分部工程观感质量进行验收检查，通常给出综合质量评价，其结论分为()。
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A.优
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B.良
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C.好
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D.一般
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E.差
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91.监理工程师进行物资供应进度控制的主要工作内容包括( )。
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A.协助建设单位进行物资供应的决策
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B.组织物资供应招标工作
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C.编制或审核物资供应计划
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D.办理物资运输等有关事宜
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E.签署物资供应合同
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92.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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93.某不确定因素的敏感度系数越大，说明( )。
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A.对项目的目标值影响较大
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B.对项目的目标值影响较小
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C.不用对该因素进行控制
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D.项目风险越小
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E.项目风险越大
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94.在各项工程的施工过程中或完工以后，现场监理人员如发现工程项目存在不合格项或质量问题，应根据其性质和严重程度进行处理，其处理方式正确的是( )。
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A.当因施工而引起的质量问题已出现时，应立即向施工单位发出监理通知
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B.在交工使用后的保修期内发现的施工质量问题，监理工程师应及时签发监理通知
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C.监理工程师应对施工单位的补救方案进行确认，对处理结果进行验收
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D.当某道工序完工以后，出现不合格项，施工单位技术负责人应填写不合格项处置记录，要求施工单位及时采取措施予以整改
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E.由施工而引起的质量问题在萌芽状态，应继续施工，如问题变严重再停止
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95.在价值工程对象的选择，应优先选择以下部分作为价值工程的对象是( )。
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A.造价高的组成部分
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B.占产品成本比重大的组成部分
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C.数量多的组成部分
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D.体积或重量大的组成部分
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E.顾客不满意的组成部分
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96.设备安装工程中，单位工程概算的编制方法包括( )。
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A.生产能力指数法
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B.资金周转率法
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C.预算单价法
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D.扩大单价法
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E.概算指标法
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97.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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98.现场签证是指发包.承包双方现场代表就施工过程中涉及的责任事件所作的签认证明，其范围包括( )等。
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A.工程变更导致的工程施工管理费增减
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B.适用于施工合同范围以外零星工程的确认
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C.确认修改施工方案引起的工程量或费用增减
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D.非施工单位原因导致的人工、设备窝工及有关损失
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E.符合施工合同规定的施工单位原因引起的工程量或费用增减
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99.组织流水施工时，采用加快的成倍节拍流水施工的特点有( )。
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A、相邻专业工作队之间的流水步距相等
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B、不同施工过程的流水节拍成倍数关系
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C、专业工作队数等于施工过程数
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D、流水步距等于流水节拍的最大值
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E、各专业工作队能够在施工段上连续作业
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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.根据《建设工程工程量清单计价规范》(GB50500--2008)，分部分项工程综合单价构成应包括()。
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A.直接工程费
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B.企业管理费
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C.规费
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D.利润
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E.税金
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102.下列费用中，属于措施费的有( )。
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A.临时设施费
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B.夜间施工增加费
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C.固定资产使用费
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D.检验试验费
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E.工程排污费
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103.在实施阶段开展价值工程活动的步骤包括( )。
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A.方案评价
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B.审批
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C.实施与检查
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D.成果鉴定
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E.功能评价
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104.根据IS0 质量管理体系标准的要求，质量手册应编写的内容有( )。
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A.质量手册的发行数量
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B.文件化体系要求
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C.资源管理
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D.产品实现和测量、分析、改进
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E.质量标准和规章制度
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105.在施工质量验收过程中，要对涉及结构安全的( )实行见证取样检测。
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A.工程材料
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B.设备的预埋件
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C.试块
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D.试件
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E.结构工程
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106.旁站人员的主要职责包括( )。
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A.检查施工单位现场质检人员到岗情况
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B.在现场监督施工执行工程建设强制性标准情况
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C.在现场对建筑材料、设备进行复验
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D.做好旁站记录，保存旁站原始资料
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E.核查进场建筑材料、构配件、设备和商品混凝土的质量检验报告
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107.根据《建筑工程施工质量验收统一标准》(GB50300)，检验批质量验收合格应满足的条件有( )。
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A.主控项目经抽样检验合格
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B.具有总监理工程师的现场验收证明
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C.一般项目经抽样检验合格
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D.具有完整的施工操作依据
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E.具有完全的质量检查记录
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108.进度控制的合同措施主要包括( )。
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A.推行 CM 承发包模式，对建设工程实行分段设计、分段发包和分段施工
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B.加强合同管理，协调合同工期与进度计划之间的关系，保证合同中进度日标的实现
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C.严格控制合同变更，对各方提出的工程变更和设计变更，监理工程师应严格审查后再补入合同 文件之中
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D.加强风险管理，在合同中应充分考虑风险因素及其对进度的影响，以及相应的处理方法
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E.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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109.下列工作中，属于建设工程设计准备阶段进度控制任务的有( )。
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A.编制监理进度计划
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B.编制工程项目总进度计划
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C.进行工期目标和进度控制决策
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D.编制详细的出图计划
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E.进行环境及施工现场条件的调查和分析
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110.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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111.下列施工过程中，作为建造类施工过程而必须列入流水施工进度计划之中的有( )。
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A.混凝土构件预制
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B.基础混凝土浇筑
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C.建筑材料运输
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D.砂浆预制
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E.主体结构工程
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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.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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114.在建设工程施工阶段确定施工进度分解目标时，应考虑的因素不包括( )。
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A.土建与设备综合施工的合理安排
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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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115.在网络计划的工期优化过程中，为了有效地缩短工期，应选择()的关键工作作为压缩对象。
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A.持续时间最长
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B.缩短时间对质量影响不大
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C.直接费用最小
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D.直接费用率最小
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E.有充足备用资源
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116.监理工程师组织编制物资供应招标文件的内容包括( )。
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A.材料、设备的重量和体积
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B.主要合同条款
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C.付款条件
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D.交货时间
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E.招标物资清单和技术要求及图样
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117.为了确保建设工程进度控制目标的实现，可采取的合同措施包括( )。
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A.推行CM 承发包模式，对建设工程实行分段设计、分段发包和分段施工
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B.严格控制合同变更，对各方提出的工程变更和设计变更，监理工程师应严格审查后再补入合同文件之中
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C.加强合同管理，协调合同工期与进度计划之间的关系
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D.加强索赔管理，公正地处理索赔
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E.建立进度计划，检查分析制度
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118.由于建设工程规模庞大、工程结构与工艺技术复杂，影响建设工程进度的不利因素也会有很多，下列属于施工技术因素的是( )。
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A.设计有缺陷
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B.施工工艺错误
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C.复杂的工程地质条件
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D.不可靠技术的应用
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E.施工安全措施不当
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119.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
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120.物资供应进度控制中，申请、订货计划的编制依据包括( )。
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A.预测任务
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B.概算定额
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C.储备定额
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: Use of undefined constant D - assumed 'D' (this will throw an Error in a future version of PHP) in
/data1/www/htdocs/773/hnbim/1/shitiku/pctest.php
on line
260
D.供应计划
Warning
: Use of undefined constant E - assumed 'E' (this will throw an Error in a future version of PHP) in
/data1/www/htdocs/773/hnbim/1/shitiku/pctest.php
on line
261
Warning
: Use of undefined constant E - assumed 'E' (this will throw an Error in a future version of PHP) in
/data1/www/htdocs/773/hnbim/1/shitiku/pctest.php
on line
262
E.有关材料供应政策法令