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[null,null,"叶县保安镇李湾村漫水桥水毁工程"]
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[null,"招  标  人："]
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[null,null,"                                                                ",{"$nulls":3},"封-1"]
["河南省建设工程造价计价软件测评合格编号：2021-RJ002；2020-RJ002；2019-RJ004；2017-RJ004"]

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[null,"叶县保安镇李湾村漫水桥水毁工程"]
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["编制说明"]
["建设项目名称：叶县保安镇李湾村漫水桥水毁工程",null,"第  1  页  共  1  页"]
["一、工程概况\n本项目为叶县保安镇李湾村漫水桥水毁工程，位于平顶山叶县县。本本次主要建设内容为：新建15-2m*2m现浇箱涵，全宽6m。函顶两侧设防撞墩，洞口为八字墙，洞口有截水墙及洞口铺砌。\n二、编制范围\n此次内容为施工图纸范围内的全部工程内容。\n三、编制依据\n1. 叶县保安镇李湾村漫水桥水毁工程施工图纸及相关资料；\n2．《河南省公路施工招标工程量清单》； \n3．交通运输部发布：JTG 3830-2018《公路工程基本建设项目概预算编制办法》、JTG/T3832-2018《公路工程预算定额》、JTG/T 3833-2018《公路工程机械台班定额》；                                                \n4．人工费 根据河南省交通运输厅“关于发布河南省公路工程建设项目估算概算预算编制办法 补充规定的通知”（豫交文[2019]274 号），本项目人工工日单价取 108.85 元/工日”；\n5．利润按定额直接费及措施费、企业管理费之和的 7.42%计算，根据交通运输部公告 2019 年第 26 号通知，税金按国家税法规定建筑业增值税税率为9%计算；                       \n6．材料调差参考《平顶山工程造价》房建信息价2025年第三期以及郑州2025年第二季度信息价发布的价格，不全者结合市场价计入；\n7.暂列金额：已按5%的暂列金计入。\n"]

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[]
[null,"投标报价汇总表"]
[null,"合同段：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":3},"标表1"]
[null,"序号","章次","科目名称",null,"金额（元）"]
[null,"1","100","  总 则"]
[null,"2","200","  路 基"]
[null,"3","300","  路 面"]
[null,"4","400","  桥梁、涵洞"]
[null,"5","第100章至第700章合计"]
[null,"6","已包含在清单合计中的材料、工程设备、专业工程暂估价合计"]
[null,"7","清单合计减去材料、工程设备、专业工程暂估价合计"]
[null,"8","计日工合计"]
[null,"9","暂列金额（不含计日工总额）",null,null,"32630"]
[null,"10","投标报价"]
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[null,"清单   第 1 页",{"$nulls":3},"共 1 页"]

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[]
[null,"工程量清单表"]
[null,"合同段：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":4},"标表2"]
[null,"清单  第100章  总 则"]
[null,"子目号","子目名称","单位","数量","单价","合价"]
[null,"101","通则"]
[null,"101-1","保险费"]
[null,"-a","按合同条款规定，提供建筑工程一切险（3.5‰）","总额","1"]
[null,"-b","按合同条款规定，提供第三者责任险（3.3‰）","总额","1"]
[null,"102","工程管理"]
[null,"102-3","安全生产费（1.5%）","总额","1"]
[null,"103","临时工程与设施"]
[null,"103-1","临时道路修建、拆除","总额","1"]
[null,"103-3","临时供电设施架设、维护与拆除","总额","1"]
[]
[null,"清单  第100章  合计   人民币   元"]
[null,"清单   第 1 页",{"$nulls":4},"共 4 页"]
[]
[]
[null,"工程量清单表"]
[null,"合同段：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":4},"标表2"]
[null,"清单  第200章  路 基"]
[null,"子目号","子目名称","单位","数量","单价","合价"]
[null,"202","场地清理"]
[null,"202-2","挖除旧路面"]
[null,"-a","水泥混凝土路面（20cm）","m3","56"]
[null,"204","填方路基"]
[null,"204-1","路基填前压实"]
[null,"-a","利用土方（基底压实）","m3","180"]
[null,"204-1","路基填筑（包括填前压实）"]
[null,"-h","桥涵台背回填（水泥含量8%水泥稳定土）","m3","96"]
[null,"209","挡土墙"]
[null,"209-3","砌体挡土墙"]
[null,"-a","浆砌块石挡土墙（含土方挖填、反滤层等）","m3","156"]
[]
[null,"清单  第200章  合计   人民币    元"]
[null,"清单   第 2 页",{"$nulls":4},"共 4 页"]
[]
[]
[null,"工程量清单表"]
[null,"合同段：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":4},"标表2"]
[null,"清单  第300章  路 面"]
[null,"子目号","子目名称","单位","数量","单价","合价"]
[null,"304","水泥稳定土底基层、基层"]
[null,"304-1","水泥稳定土底基层"]
[null,"-a","5%水泥稳定土基层（18cm厚）","m2","210"]
[null,"312","水泥混凝土面板"]
[null,"312-1","水泥混凝土面板"]
[null,"-a","C30水泥混凝土面层（20cm厚）","m2","210"]
[]
[null,"清单  第300章  合计   人民币    元"]
[null,"清单   第 3 页",{"$nulls":4},"共 4 页"]
[]
[]
[null,"工程量清单表"]
[null,"合同段：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":4},"标表2"]
[null,"清单  第400章  桥梁、涵洞"]
[null,"子目号","子目名称","单位","数量","单价","合价"]
[null,"403","钢筋"]
[null,"403-2","箱涵钢筋"]
[null,"-b","带肋钢筋（HRB335、HRB400）","kg","30325.5"]
[null,"403-4","防撞墩钢筋"]
[null,"-a","光圆钢筋（HPB235、HPB300）","kg","112"]
[null,"-b","带肋钢筋（HRB335、HRB400）","kg","266"]
[null,"404","基坑开挖及回填"]
[null,"404-1","桥涵挖方、弃置","m3","228.8"]
[null,"410","结构混凝土工程"]
[null,"410-1","洞口八字墙及箱涵涵身基础（C25水泥混凝土）","m3","108.4"]
[null,"410-2","混凝土下部结构"]
[null,"-b","洞口八字墙（C25水泥混凝土）","m3","42"]
[null,"410-6","防撞墩（C30水泥混凝土）","m3","5.25"]
[null,"410-8","涵身基础垫层（30cm厚碎石垫层）","m3","60.5"]
[null,"415","桥面铺装"]
[null,"415-2","水泥混凝土桥面铺装（20cm厚C30水泥混凝土）","m3","39.84"]
[null,"420","盖板涵、箱涵"]
[null,"420-2","C30钢筋混凝土箱涵（15-2m*2m）","m","6"]
[]
[null,"清单  第400章  合计   人民币    元"]
[null,"清单   第 4 页",{"$nulls":4},"共 4 页"]

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[null,"表A.0.2-8 综合费率计算表"]
[null,"建设项目名称：叶县保安镇李湾村漫水桥水毁工程"]
[null,"编制范围：叶县保安镇李湾村漫水桥水毁工程",{"$nulls":18},"第 1 页",null,"共 1 页",null,"04表"]
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[null,"06","构造物Ⅰ","0.288","0.229",{"$nulls":5},"1.201",null,"0.517","1.201","3.587",{"$nulls":3},"0.466","4.053","16","0.7","7.3","1","8.5","33.5"]
[null,"06-1","构造物Ⅰ(绿化)",null,"0.229",{"$nulls":5},"1.201",null,"0.229","1.201","3.587",{"$nulls":3},"0.466","4.053","16","0.7","7.3","1","8.5","33.5"]
[null,"07","构造物Ⅱ","0.393","0.282",{"$nulls":5},"1.537",null,"0.675","1.537","4.726",{"$nulls":3},"0.545","5.271","16","0.7","7.3","1","8.5","33.5"]
[null,"08","构造物Ⅲ(一般)","0.721","0.565",{"$nulls":5},"2.729",null,"1.286","2.729","5.976",{"$nulls":3},"1.094","7.07","16","0.7","7.3","1","8.5","33.5"]
[null,"08-1","构造物Ⅲ(室内)","0.721",{"$nulls":6},"2.729",null,"0.721","2.729","5.976",{"$nulls":3},"1.094","7.07","16","0.7","7.3","1","8.5","33.5"]
[null,"08-2","构造物Ⅲ(桥梁)","0.721","0.565",{"$nulls":5},"2.729",null,"1.286","2.729","5.976",{"$nulls":3},"1.094","7.07","16","0.7","7.3","1","8.5","33.5"]
[null,"08-3","构造物Ⅲ(设备安装)","0.721",{"$nulls":6},"2.729",null,"0.721","2.729","5.976",{"$nulls":3},"1.094","7.07","16","0.7","7.3","1","8.5","33.5"]
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[null,"10-1","钢材及钢结构(桥梁)",{"$nulls":7},"0.564",null,null,"0.564","2.242",{"$nulls":3},"0.653","2.895","16","0.7","7.3","1","8.5","33.5"]
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[null,"编制：WEC-10001",{"$nulls":8},"复核："]