2025年04月05日一级建造师水利工程单选题40在线免费模拟刷题　- 七彩学习网

[{"id":9579,"title":"工程预付款保函的提交时间为(    )。","stem":"","options":"第一次付预付款的同时^*@*^第二次付预付款的同时^*@*^最后一次付预付款的同时^*@*^签订合同时","answer":"A","explanation":""},{"id":11029,"title":"保留金一般分(    )次支付。","stem":"","options":"1^*@*^2^*@*^3^*@*^4","answer":"B","explanation":""},{"id":9308,"title":"根据《水利水电工程标准施工招标资格预审文件》，资格预审申请文件副本份数是(    )份。","stem":"","options":"2^*@*^3^*@*^4^*@*^5","answer":"B","explanation":""},{"id":9033,"title":"依法必须进行招标的水利工程施工项目，自招标公告正式媒介发布起至发售资格预审文件（或招标文件）的时间间隔一般不少于(    )。","stem":"","options":"7个工作日^*@*^7日^*@*^10个工作日^*@*^10日","answer":"D","explanation":""},{"id":11045,"title":"在业主和工程承建合同文件授权的范围内，对工程分包进行审查的单位是(    )。","stem":"","options":"承建单位的主管部门^*@*^建设单位^*@*^质量监督机构^*@*^监理机构","answer":"D","explanation":""},{"id":10778,"title":"某水利工程中某项材料预算价格中，材料原价为Ⅰ，包装费为Ⅱ，运杂费为Ⅲ，运输保险费为Ⅳ，已知该种材料的采购及保管费费率为3%，则采购及保管费为(    )。","stem":"","options":"Ⅰ×3%^*@*^(Ⅰ+Ⅱ+Ⅳ)×3%^*@*^(Ⅰ+Ⅱ+Ⅲ)×3%^*@*^(Ⅰ+Ⅱ+Ⅲ+Ⅳ)×3%","answer":"C","explanation":"采购与保管费，指材料采购和保管过程中所发生的各项费用，依材料运到工地仓库价格不包括运输保险费为基准计算。"},{"id":9790,"title":"安全生产监督机构以及安全生产监督人员应当经(    )考核合格。","stem":"","options":"流域机构^*@*^市级政府^*@*^省级政府^*@*^水利部","answer":"D","explanation":"安全生产监督机构以及安全生产监督人员应当经水利部考核合格。"},{"id":9735,"title":"主管水利工程质量监督工作的单位是(    )。","stem":"","options":"水行政主管部门^*@*^建设部行政主管部门^*@*^水利部质量监督机构^*@*^水利部水利工程质量监督总站","answer":"A","explanation":""},{"id":8336,"title":"对非承重模板，混凝土强度应达到(    )以上，其表面和棱角不因拆模而损坏方可将模板拆除。","stem":"","options":"<img src='\/files\/tkimgs\/20250101\/asGUBpU2025010103054577.png'>^*@*^<img src='\/files\/tkimgs\/20250101\/asjQzfP2025010103055385.png'>^*@*^<img src='\/files\/tkimgs\/20250101\/asOtynm2025010103060042.png'>^*@*^<img src='\/files\/tkimgs\/20250101\/asWsxyz2025010103060777.png'>","answer":"A","explanation":"对非承重模板，混凝土强度应达到2.5MPa以上，其表面和棱角不因拆模而损坏方可拆除。"},{"id":8442,"title":"碾压混凝土VC值太大表示(    )。","stem":"","options":"拌合料湿，不易压实^*@*^拌合料湿，易压实^*@*^拌合料干，不易压实^*@*^拌合料干，易压实","answer":"C","explanation":""},{"id":10129,"title":"(    )可以实行设计进度质量保留金制度。","stem":"","options":"监理单位^*@*^项目法人^*@*^设计单位^*@*^施工单位","answer":"B","explanation":""},{"id":8194,"title":"由杆体穿过岩石的节理裂隙面，锚头伸入并张开嵌入岩体内，依靠摩擦和挤压孔壁的反力而起到锚固作用的锚杆是(    )。","stem":"","options":"砂浆锚杆^*@*^楔缝式锚杆^*@*^预应力锚杆^*@*^无粘结锚杆","answer":"B","explanation":""},{"id":9399,"title":"某大型泵站施工过程中，施工单位经监理单位批准后对泵房底板基础进行了混凝土覆盖。在下一仓浇筑准备时，监理单位对已覆盖的基础质量有疑问，指示施工单位剥离已浇混凝土并重新检验，检测结果表明，基础质量合格，则该返工处理的施工费用应由(    )承担，检测费用应由(    )承担。","stem":"","options":"承包人，承包人^*@*^监理人，监理人^*@*^发包人，监理人^*@*^发包人，发包人","answer":"D","explanation":""},{"id":10037,"title":"安全生产考核合格的，经公示后无异议的，由相应水行政主管部门在(    )日内核发水利水电工程施工企业管理人员安全生产考核合格证书。","stem":"","options":"15^*@*^20^*@*^25^*@*^30","answer":"B","explanation":""},{"id":8388,"title":"整个坝段不设纵缝，以一个坝段进行浇筑的是(    )。","stem":"","options":"通仓浇筑^*@*^平浇法^*@*^薄层浇筑^*@*^阶梯浇筑","answer":"A","explanation":""},{"id":11068,"title":"围湖造地或者未经批准围垦河道，且防洪法未作规定的，应限期清除障碍或者采取其他补救措施，并处(    )的罚款。","stem":"","options":"一万元以上五万元以下^*@*^二万元以上十万元以下^*@*^五万元以上十万元以下^*@*^十万元以上十五万元以下","answer":"A","explanation":""},{"id":10975,"title":"监理机构对承包人检验结果的跟踪检测的检测数量，土方试样不应少于承包人检测数量的( )。","stem":"","options":"6%^*@*^8%^*@*^10%^*@*^12%","answer":"C","explanation":""},{"id":9482,"title":"根据《水利水电工程标准施工招标文件》，及时提供图纸系(    )的主要义务和责任。","stem":"","options":"质量监督机构^*@*^监理人^*@*^发包人^*@*^相关水行政主管部门","answer":"C","explanation":""},{"id":8590,"title":"自航式、自带泥舱、一边航行一边挖泥的吸扬式挖泥船是(    )。","stem":"","options":"耙吸式^*@*^链斗式^*@*^铲扬式^*@*^绞吸式","answer":"A","explanation":""},{"id":8323,"title":"天然骨料加工以(    )为主。","stem":"","options":"筛分、清洗^*@*^破碎、筛分^*@*^开采、清洗^*@*^开采、筛分","answer":"A","explanation":""},{"id":11164,"title":"保证水位是指保证江河、湖泊、水库在汛期安全运用的(    )。","stem":"","options":"上限水位^*@*^下限水位^*@*^工作水位^*@*^警戒水位","answer":"A","explanation":""},{"id":7796,"title":"我国现行的高程起算的统一基准是(    )。","stem":"","options":"1956年黄海高程系^*@*^1985国家高程基准^*@*^废黄河高程系^*@*^1985年黄海高程系","answer":"B","explanation":""},{"id":11274,"title":"根据《水电水利工程模板施工规范》(DL\/T5110-2000)，当验算模板刚度时，对结构表面外露的模板，其最大变形值不得超过模板构件计算跨度的(    )。","stem":"","options":"1／400^*@*^1／350^*@*^1／300^*@*^1／250","answer":"A","explanation":""},{"id":9485,"title":"根据《水利水电工程标准施工招标文件》，按合同规定支付价款系(    )的主要义务和责任。","stem":"","options":"质量监督机构^*@*^监理人^*@*^发包人^*@*^相关水行政主管部门","answer":"C","explanation":""},{"id":10227,"title":"分部工程验收由(    )主持。","stem":"","options":"项目法人或监理^*@*^施工单位^*@*^设计单位^*@*^质量监督部门","answer":"A","explanation":""},{"id":11254,"title":"(    )是中国水利标准化的行政主管部门。","stem":"","options":"国务院^*@*^水利部^*@*^发改委^*@*^省级水行政主管部门","answer":"B","explanation":""},{"id":10769,"title":"根据《水利工程设计概（估）算编制规定》，施工机械使用费属于(    )。","stem":"","options":"直接费^*@*^其他直接费^*@*^间接费^*@*^现场经费","answer":"A","explanation":""},{"id":9169,"title":"根据水利工程施工项目招标投标有关规定，评标报告签字的要求不包括(    )。","stem":"","options":"由全体评标委员会成员签字^*@*^不签字的视为反对^*@*^有异议的可以以书面方式阐述意见^*@*^既不签字又不阐述意见的视为同意","answer":"B","explanation":""},{"id":11163,"title":"江河、湖泊的水位在汛期上涨可能出现险情之前而必须开始准备防汛工作时的水位称为(    )。","stem":"","options":"上限水位^*@*^下限水位^*@*^设计水位^*@*^警戒水位","answer":"D","explanation":""},{"id":8932,"title":"大型灌区节水改造工程就其功能和作用来分属于(    )。","stem":"","options":"公益性项目^*@*^经营性项目^*@*^准公益性项目^*@*^准经营性项目","answer":"C","explanation":""},{"id":11036,"title":"工程项目划分一般分为(    )。","stem":"","options":"2级^*@*^3级^*@*^4级^*@*^5级","answer":"C","explanation":"<p>\r\n\t工程项目划分：<span style=\"line-height:1.5;\">工程开工申报及施工质量检查，一般按单位工程、分部工程、分项工程、单元工程四级进行划分。<\/span>\r\n<\/p>"},{"id":7651,"title":"采用视准线监测的围堰变形点，其偏离视准线的距离不应大于( )mm。","stem":"","options":"15^*@*^20^*@*^30^*@*^50","answer":"B","explanation":""},{"id":10607,"title":"根据《水利工程设计概（估）算编制规定》，投标保函手续费属于(    )。","stem":"","options":"其他直接费^*@*^企业管理费^*@*^财务费用^*@*^非企业成本","answer":"C","explanation":""},{"id":11478,"title":"根据《水利水电工程预应力锚索施工规范》(DL\/T5083-2004)，锚索张拉作业时，张拉区内千斤顶出力方向(    )内严禁站人。","stem":"","options":"30度^*@*^45度^*@*^60度^*@*^75度","answer":"B","explanation":""},{"id":11533,"title":"穿堤闸施工前，在征得监理单位批准后，施工单位进行了补充地质勘探，由此产生的费用应由(    )承担。","stem":"","options":"发包人^*@*^监理人^*@*^承包人^*@*^该工程的原勘测单位","answer":"C","explanation":""},{"id":8129,"title":"岩石分级是根据( )的大小。","stem":"","options":"开挖难易^*@*^天然湿度下平均密度^*@*^坚固系数^*@*^极限抗压强度","answer":"C","explanation":"岩石分级是根据坚固系数的大小。"},{"id":10783,"title":"根据《水电工程设计概算编制规定》（2007年版），不属于水电工程建设项目工程静态总投资的是(    )。","stem":"","options":"枢纽建筑物费用^*@*^建设征地和移民安置费用^*@*^基本预备费^*@*^价差预备费","answer":"D","explanation":""},{"id":8603,"title":"疏浚工程中水下断面边坡按台阶形开挖时，超欠比应控制在(    )。","stem":"","options":"1～1.5^*@*^1～2.0^*@*^1.5～2.0^*@*^1.5～2.5","answer":"A","explanation":""},{"id":9798,"title":"施工单位应当在施工组织设计中编制安全技术措施和(    )。","stem":"","options":"施工现场临时用电方案^*@*^施工交通方案^*@*^施工度汛方案^*@*^施工费用计划","answer":"A","explanation":""},{"id":11000,"title":"环境保护监理机构和施工单位应根据监测计划和工程进度及时进行施工环境监测，对自然保护区、生态示范区、综合治理工程、烟尘控制区、噪声达标区的现场监理和监测(    )。","stem":"","options":"每季度不少于1次^*@*^每月不少于1次^*@*^每周不少于1次^*@*^每天不少于1次","answer":"A","explanation":""}]

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