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[{"id":9186,"title":"已知甲、乙、丙三家单位资质等级分别为水利水电施工总承包一级、水利水电施工总承包二级、水利水电施工总承包三级,若甲、乙、丙三家单位组成联合体参加投标,则该联合体的资质等级为( )。","stem":"","options":"水利水电施工总承包一级^*@*^水利水电施工总承包二级^*@*^水利水电施工总承包三级^*@*^水利水电施工总承包四级","answer":"C","explanation":""},{"id":10006,"title":"水利系统文明建设工地内部管理制度考核的主要内容是内部管理制度主要考核是否健全,( )使用是否合理合法。","stem":"","options":"设备^*@*^建设资金^*@*^资金^*@*^施工档案","answer":"B","explanation":""},{"id":7917,"title":"高水头、大流量、坚硬岩基上的高坝,其消能方式一般采用( )。","stem":"","options":"底流消能^*@*^挑流消能^*@*^面流消能^*@*^消力戽消能","answer":"B","explanation":""},{"id":7915,"title":"只能在空气中硬化,并保持或继续提高其强度,属于这类材料的是( )。","stem":"","options":"硅酸盐水泥^*@*^普通硅酸盐水泥^*@*^硅酸盐大坝水泥^*@*^石灰","answer":"D","explanation":""},{"id":9641,"title":"水利工程质量事故分类为( )。","stem":"","options":"特大、重大、较大、质量缺陷^*@*^特大、重大、较大、一般^*@*^特大、重大、较大、一般、质量缺陷^*@*^重大、较大、一般、质量缺陷","answer":"B","explanation":""},{"id":8662,"title":"比转数
在500r\/min以上的轴流泵,通常用于扬程低于( )的泵站。","stem":"","options":"10m^*@*^20m^*@*^50m^*@*^100m","answer":"A","explanation":""},{"id":10606,"title":"根据《水利工程设计概(估)算编制规定》,建筑及安装工程费由直接工程费、间接费、企业利润、税金组成,其中税金不包括( )。","stem":"","options":"营业税^*@*^城市维护建设税^*@*^增值税^*@*^教育费附加","answer":"C","explanation":""},{"id":10568,"title":"投标金额大于或等于投标总报价( )的工程项目必须编报工程单价计算表。","stem":"","options":"万分之一^*@*^万分之二^*@*^万分之五^*@*^万分之七","answer":"C","explanation":""},{"id":11446,"title":"根据《水工碾压混凝土施工规范》(DL\/T5112-2000),使用天然砂石料时,三级配碾压混凝土的砂率为( )。","stem":"","options":"23%~27%^*@*^28%~32%^*@*^33%~37%^*@*^37%~41%","answer":"B","explanation":""},{"id":11440,"title":"根据《水工碾压混凝土施工规范》(DL\/T5112-2000),碾压混凝土坝的混凝土抗冻、抗渗检验的合格率不应低于( )。","stem":"","options":"60%^*@*^70%^*@*^80%^*@*^90%","answer":"C","explanation":"混凝土抗冻、抗渗检验的合格率不应低于80%。"},{"id":7789,"title":"水利水电工程的永久性主要建筑物的级别,划分为( )级。","stem":"","options":"三^*@*^四^*@*^五^*@*^六","answer":"C","explanation":""},{"id":8946,"title":"按《水利工程建设程序管理暂行规定》的要求,水利工程建设程序的最后一环为( )。","stem":"","options":"竣工验收^*@*^生产准备^*@*^生产运行^*@*^项目后评价","answer":"D","explanation":""},{"id":9252,"title":"水工隧洞工程专业承包二级企业可以承担( )。","stem":"","options":"单项合同额不超过企业注册资本金2倍的过流断面不大于100平方米的各类有压或明流隧洞的施工^*@*^单项合同额不超过企业注册资本金3倍的过流断面不大于80平方米的各类有压或明流隧洞的施工^*@*^单项合同额不超过企业注册资本金4倍的过流断面不大于60平方米的各类有压或明流隧洞的施工^*@*^单项合同额不超过企业注册资本金5倍的过流断面不大于50平方米的各类有压或明流隧洞的施工","answer":"D","explanation":""},{"id":9317,"title":"根据《水利水电工程标准施工招标文件》,关于备选投标方案,正确的是( )。","stem":"","options":"不得提交^*@*^只有中标人的备选投标方案才可以考虑^*@*^必须开启^*@*^由招标人负责评审后决定","answer":"B","explanation":""},{"id":9711,"title":"施工单位的施工组织设计和技术措施应由( )审查。","stem":"","options":"建设单位代表^*@*^项目法人^*@*^设计单位^*@*^监理单位","answer":"D","explanation":""},{"id":9176,"title":"水利工程施工项目的招标中,潜在投标人在现场踏勘过程中依据招标人(或招标代理机构)介绍情况所作出的判断和决策,由( )负责。","stem":"","options":"招标人^*@*^招标代理机构^*@*^投标人^*@*^行政监督部门","answer":"C","explanation":""},{"id":8384,"title":"降低混凝土入仓温度的措施不包括( )。","stem":"","options":"合理安排浇筑时间^*@*^采用薄层浇筑^*@*^对骨料进行预冷^*@*^采用加冰或加冰水拌合","answer":"B","explanation":""},{"id":9738,"title":"根据水利部《堤防工程建设管理暂行办法》规定,有关防洪标准,建筑物级别,规模、基础处理、防渗、防冲方案等,未经( )批准不得作任意修改和变更。","stem":"","options":"所在地主管部门^*@*^原审批机关^*@*^上级主管部门^*@*^省级以上主管部门","answer":"B","explanation":""},{"id":8071,"title":"为减小地基渗流量或降低扬压力,主要采用( )。","stem":"","options":"帷幕灌浆^*@*^接触灌浆^*@*^接缝灌浆^*@*^固结灌浆","answer":"A","explanation":"帷幕灌浆是用浆液灌入岩体或土层的裂隙、孔隙,形成防水幕,以减小渗流量或降低扬压力的灌浆。"},{"id":7589,"title":"对于高程放样中误差要求不大于±10mm的部位,应采用( )。","stem":"","options":"视距法^*@*^直角交会法^*@*^水准测量法^*@*^解析三角高程法","answer":"C","explanation":""},{"id":9096,"title":"水利工程施工项目的招标工作由( )负责,任何单位和个人不得以任何方式非法干涉招标投标活动。","stem":"","options":"招标人^*@*^行政监督人^*@*^监察人^*@*^评标专家","answer":"A","explanation":""},{"id":11277,"title":"根据《水利水电工程施工组织设计规范》(SL303-2004),5级土石围堰边坡稳定安全系数不小于( )。","stem":"","options":"1.2^*@*^1.15^*@*^1.1^*@*^1.05","answer":"D","explanation":""},{"id":9974,"title":"施工单位的施工质量与安全事故应急预案应报( )备案。","stem":"","options":"水利部^*@*^流域机构^*@*^省级水行政主管部门^*@*^项目法人","answer":"D","explanation":""},{"id":8028,"title":"在岩质河床,广泛应用的截流方法是( )。","stem":"","options":"平堵法^*@*^立堵法^*@*^立平堵法^*@*^平立堵法","answer":"B","explanation":""},{"id":11157,"title":"江河、湖泊治理和防洪工程设施建设的基本依据是( )。","stem":"","options":"区域规划^*@*^水资源综合规划^*@*^防洪规划^*@*^流域规划","answer":"C","explanation":""},{"id":8273,"title":"混凝土面板垂直缝砂浆条铺设的施工程序正确的是( )。","stem":"","options":"先铺止水,再铺砂浆,架立侧模^*@*^先铺砂浆,再铺止水,架立侧模^*@*^架立侧模,再铺止水,铺砂浆^*@*^架立侧模,再铺砂浆,铺止水","answer":"B","explanation":""},{"id":10599,"title":"根据《水利工程设计概(估)算编制规定》,水利工程设计概(估)算中的施工用水水价系指( )的水价。","stem":"","options":"生产用水^*@*^生活用水^*@*^生产用水和生活用水^*@*^生产用水或生活用水","answer":"A","explanation":""},{"id":9582,"title":"根据《水利水电工程标准施工招标文件》,关于暂估价正确的说法有( )。","stem":"","options":"必须招标^*@*^由招标人组织招标^*@*^由承包人组织招标^*@*^实质上是招分包商","answer":"D","explanation":""}]
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