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{"sheet":"说明","index":1,"n_rows":21,"n_cols":1,"rows_kept":21,"flags":["formulas_cached_only"]}
["第五章  工程量清单"]
["    1.工程量清单说明"]
["        1.1 本工程量清单是根据招标文件中包括的、有合同约束力的图纸以及有关工程量清单的国家标准、行业标准、合同条款中约定的工程量计算规则编制。约定计量规则中没有的子目，其工程量按照有合同约束力的图纸所标示尺寸的理论净量计算。计量采用中华人民共和国法定计量单位。"]
["        1.2本工程量清单应与招标文件中的投标人须知，通用合同条款、专用合同条款、技术规范及图纸等一起阅读和理解。"]
["        1.3本工程量清单中所列工程数量是估算的或设计的预计数量，仅作为投标报价的共同基础，不能作为最终结算与支付的依据。实际支付应按实际完成的工程量，由承包人按技术规范规定的计量方法，以监理人认可的尺寸、断面计量，按本工程量清单的单价和总额价计算支付金额；或者根据具体情况，按合同条款第15.4款的规定，由监理人确定的单价或总额价计算支付额。"]
["        1.4工程量清单各章是按第七章“技术规范”的相应章次编号的，因此，工程量清单中各章的工程子目的范围与计量等应与“技术规范”相应章节的范围、计量与支付条款结合起来理解或解释。"]
["        1.5对作业和材料的一般说明或规定，未重复写入工程量清单内，在给工程量清单各子目标价前，应参阅第七章“技术规范”的有关内容。"]
["        1.6工程量清单中所列工程量的变动，丝毫不会降低或影响合同条款的效力，也不免除承包人按规定的标准进行施工和修复缺陷的责任。"]
["        1.7图纸中所列的工程数量表及数量汇总表仅是提供资料，不是工程量清单的外延，图纸与工程量清单所列数量不一致时，以工程量清单所列数量作为报价的依据。"]
["     2.投标报价的说明"]
["        2.1工程量清单中的每一子目（有数量）须填入单价或价格，且只允许有一个报价。"]
["        2.2除非合同另有规定，工程量清单中有标价的单价和总额价均已包括了为实施和完成合同工程所需的劳务、材料、机械、质检（自检）、安装、缺陷修复、管理、保险、税费、利润等费用，以及合同明示或暗示的所有责任、义务和一般风险。"]
["        2.3工程量清单中投标人没有填入单价或价格的子目，其费用视为已分摊在工程量清单中其他相关子目的单价或价格之中。承包人必须按监理人指令完成工程量清单中未填入单价或价格的子目，但不能得到结算与支付。"]
["        2.4符合合同条款规定的全部费用应认为已被计入有标价的工程量清单所列各子目之中，未列子目不予计量的工作，其费用应视为已分摊在本合同工程的有关子目的单价或总额价之中。"]
["        2.5承包人用于本合同工程的各类装备的提供、运输、维护、拆卸、拼装等支付的费用，已包括在工程量清单的单价或总额价之中。"]
["        2.6工程量清单中各项金额均以人民币（元）结算。"]
["        2.7暂列金额（不含计日工总额）的数量及拟用子目的说明： 本项目不予考虑暂列金额。 "]
["    3.计日工说明"]
["    4.其它说明"]
["        4.1 本项目建筑工程一切险、第三方责任险、承包人装备险、承包人职工的（人身）事故险和进场的材料及工程设备险由承包人自行投保，保险费由承包人承担并支付，并包含在所报的单价或总额价中，不单独报价。由于承包人未投保所造成的一切损失或索赔，均由承包人自行承担责任。"]
["         4.2为确保将安全施工措施落到实处，招标人按《公路水运工程安全生产监督管理办法》(交通部2007年第1号令)要求设置安全生产费，该项费用按投标控制价上限的1%以固定金额形式计入工程量清单100章相应支付子目中。所发生的施工安全生产费用，应用于施工安全防护用具及设施的采购和更新、安全施工措施的落实、安全生产条件的改善，不得挪作他用。"]

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["5.1 工程量清单表"]
["工程量清单"]
["清单  第100章  总 则"]
["合同段编号：HDTJ",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["102-1","竣工文件","总额",1,null,""]
["102-2","施工环保费","总额",1,null,""]
["102-3","安全生产费(按投标控制价上限的1%计列)","总额",1,null,""]
["103-1","临时道路修建、养护与拆除(包括原道路的养护费)","总额",1,null,""]
["103-2","临时占地","总额",1,null,""]
["103-3","临时供电设施",{"$nulls":3},""]
[" -a","设施架设、拆除","总额",1,null,""]
[" -b","设施维修","总额",1,null,""]
["103-4","电信设施的提供、维修与拆除","总额",1,null,""]
["103-5","供水与排污设施","总额",1,null,""]
["104-1","承包人驻地建设","总额",1,null,""]
[]
[]
["清单 第100章合计  人民币(元) ",{"$nulls":4},""]

{"sheet":"200章-S208至S105","index":3,"n_rows":46,"n_cols":6,"rows_kept":46,"merged":[[0,0,0,5],[1,0,1,5],[45,0,45,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第200章 路基"]
["合同段编号：HDTJ（S208至S105）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",7295,null,""]
[" -b","砍伐树木","棵",0,null,""]
[" -c","挖除树根","棵",0,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -a","钢筋混凝土结构","m3",0,null,""]
[" -b","混凝土结构","m3",149.5,null,""]
[" -c","砖、石及其他砌体结构","m3",445.6,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",7224,null,""]
[" -b","挖石方","m3",0,null,""]
[" -c","挖除非适用材料","m3",3872,null,""]
["203-3","清理河道土方","m3",0,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",3746,null,""]
[" -c","利用石方","m3",0,null,""]
[" -e","借土填方","m3",25937,null,""]
[" -g","结构物台背回填砂砾","m3",23.3,null,""]
[" -i","结构物台背回填石渣","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",0,null,""]
[" -c","换填石渣","m3",3871.5,null,""]
[" -o","翻松碾压土方","m3",0,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石排水沟，梯形：40cm×40cm","m",0,null,""]
[" -b","M7.5浆砌片石排水沟，梯形：60cm×60cm","m",0,null,""]
["207-4","急流槽",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",243.6,null,""]
["209-1","八字翼墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["209-4","挡水墙、隔水墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["209-5","储雪平台，底宽4m，顶宽4.6m，深0.2m","m",null,null,""]
["209-6","加固路肩",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["215-1","河床铺砌",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第200章 路基"]
["合同段编号：HDTJ（永乐至二道沟）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",32850.5,null,""]
[" -b","砍伐树木","棵",7,null,""]
[" -c","挖除树根","棵",7,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -a","钢筋混凝土结构","m3",77.2,null,""]
[" -b","混凝土结构","m3",199,null,""]
[" -c","砖、石及其他砌体结构","m3",104.5,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",28393,null,""]
[" -b","挖石方","m3",12118,null,""]
[" -c","挖除非适用材料","m3",5763,null,""]
["203-3","清理河道土方","m3",0,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",18179,null,""]
[" -c","利用石方","m3",3624,null,""]
[" -e","借土填方","m3",38334,null,""]
[" -g","结构物台背回填砂砾","m3",50,null,""]
[" -i","结构物台背回填石渣","m3",2088.3,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",0,null,""]
[" -c","换填石渣","m3",5872.9,null,""]
[" -o","翻松碾压土方","m3",267,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石排水沟，梯形：40cm×40cm","m",485,null,""]
[" -b","M7.5浆砌片石排水沟，梯形：60cm×60cm","m",0,null,""]
["207-4","急流槽",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",23.6,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",49.9,null,""]
["209-1","八字翼墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",305.5,null,""]
["209-4","挡水墙、隔水墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",209.1,null,""]
["209-5","储雪平台，底宽4m，顶宽4.6m，深0.2m","m",150,null,""]
["209-6","加固路肩",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["215-1","河床铺砌",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",165.2,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第200章 路基"]
["合同段编号：HDTJ（开地房至六支箭）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",118198,null,""]
[" -b","砍伐树木","棵",68,null,""]
[" -c","挖除树根","棵",70,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -a","钢筋混凝土结构","m3",82.2,null,""]
[" -b","混凝土结构","m3",368,null,""]
[" -c","砖、石及其他砌体结构","m3",72.9,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",24241,null,""]
[" -b","挖石方","m3",0,null,""]
[" -c","挖除非适用材料","m3",2703,null,""]
["203-3","清理河道土方","m3",396,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",20790,null,""]
[" -c","利用石方","m3",0,null,""]
[" -e","借土填方","m3",72038,null,""]
[" -g","结构物台背回填砂砾","m3",988.5,null,""]
[" -i","结构物台背回填石渣","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",3334.2,null,""]
[" -c","换填石渣","m3",0,null,""]
[" -o","翻松碾压土方","m3",0,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石排水沟，梯形：40cm×40cm","m",564,null,""]
[" -b","M7.5浆砌片石排水沟，梯形：60cm×60cm","m",175,null,""]
["207-4","急流槽",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",3848.5,null,""]
["209-1","八字翼墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",241,null,""]
["209-4","挡水墙、隔水墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",223.8,null,""]
["209-5","储雪平台，底宽4m，顶宽4.6m，深0.2m","m",null,null,""]
["209-6","加固路肩",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",9,null,""]
["215-1","河床铺砌",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",296.7,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第300章 路面"]
["合同段编号：HDTJ（S208至S105）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-1","石渣垫层",{"$nulls":3},""]
[" -a","厚200mm","m2",57824,null,""]
[" -b","厚300mm","m2",3081,null,""]
["304-1","水泥稳定碎石底基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
["304-3","水泥稳定碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
["304-4","水泥稳定砂砾基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
[" -b","厚200mm（掺15%碎石）","m2",48604,null,""]
["308-1","透层","m2",42000,null,""]
["309-1","细粒式沥青碎石路面",{"$nulls":3},""]
[" -a","厚35mm","m2",42144,null,""]
["309-2","中粒式沥青混凝土",{"$nulls":3},""]
[" -a","厚50mm","m2",0,null,""]
["312-1","水泥混凝土面板",{"$nulls":3},""]
[" -a","厚200mm（混凝土弯拉强度4.0MPa）","m2",2605,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",0,null,""]
["313-1","培土路肩","m3",8586,null,""]
["313-5","C25混凝土预制块缘石","m3",276.7,null,""]
["315-1","过水路面",{"$nulls":3},""]
[" -a","路面宽6.5m","m",195,null,""]
[" -b","路面宽6.5m（维修利用）","m",20,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第300章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第300章 路面"]
["合同段编号：HDTJ（永乐至二道沟）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-1","石渣垫层",{"$nulls":3},""]
[" -a","厚200mm","m2",109199,null,""]
[" -b","厚300mm","m2",11285,null,""]
["304-1","水泥稳定碎石底基层",{"$nulls":3},""]
[" -a","厚200mm","m2",14835,null,""]
["304-3","水泥稳定碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",13729,null,""]
["304-4","水泥稳定砂砾基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
[" -b","厚200mm（掺15%碎石）","m2",86344,null,""]
["308-1","透层","m2",91483,null,""]
["309-1","细粒式沥青碎石路面",{"$nulls":3},""]
[" -a","厚35mm","m2",79430,null,""]
["309-2","中粒式沥青混凝土",{"$nulls":3},""]
[" -a","厚50mm","m2",12320,null,""]
["312-1","水泥混凝土面板",{"$nulls":3},""]
[" -a","厚200mm（混凝土弯拉强度4.0MPa）","m2",10701,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",114.1,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",110,null,""]
["313-1","培土路肩","m3",20868,null,""]
["313-5","C25混凝土预制块缘石","m3",600.9,null,""]
["315-1","过水路面",{"$nulls":3},""]
[" -a","路面宽6.5m","m",705,null,""]
[" -b","路面宽6.5m（维修利用）","m",80,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第300章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"300章-开地房至六支箭","index":8,"n_rows":46,"n_cols":6,"rows_kept":46,"merged":[[0,0,0,5],[1,0,1,5],[45,0,45,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第300章 路面"]
["合同段编号：HDTJ（开地房至六支箭）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-1","石渣垫层",{"$nulls":3},""]
[" -a","厚200mm","m2",129594,null,""]
[" -b","厚300mm","m2",25416,null,""]
["304-1","水泥稳定碎石底基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
["304-3","水泥稳定碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
["304-4","水泥稳定砂砾基层",{"$nulls":3},""]
[" -a","厚200mm","m2",119915,null,""]
[" -b","厚200mm（掺15%碎石）","m2",0,null,""]
["308-1","透层","m2",109993,null,""]
["309-1","细粒式沥青碎石路面",{"$nulls":3},""]
[" -a","厚35mm","m2",110489,null,""]
["309-2","中粒式沥青混凝土",{"$nulls":3},""]
[" -a","厚50mm","m2",0,null,""]
["312-1","水泥混凝土面板",{"$nulls":3},""]
[" -a","厚200mm（混凝土弯拉强度4.0MPa）","m2",23378,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",0,null,""]
["313-1","培土路肩","m3",26147,null,""]
["313-5","C25混凝土预制块缘石","m3",725.9,null,""]
["315-1","过水路面",{"$nulls":3},""]
[" -a","路面宽6.5m","m",960,null,""]
[" -b","路面宽6.5m（维修利用）","m",null,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第300章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"400章-S208至S105","index":9,"n_rows":25,"n_cols":6,"rows_kept":25,"merged":[[0,0,0,5],[1,0,1,5],[24,0,24,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第400章 桥梁、涵洞"]
["合同段编号：HDTJ（S208至S105）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["419-1","单孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",41,null,""]
[" -b","Φ1.0m","m",null,null,""]
[" -c","Φ0.75m（接长）","m",null,null,""]
[" -d","Φ1.0m（接长）","m",null,null,""]
["419-2","双孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",16,null,""]
[" -b","Φ1.0m","m",null,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-4.0m×1.05m","m",null,null,""]
[" -b","1-4.0m×1.35m","m",null,null,""]
[" -c","1-4.0m×1.42m","m",null,null,""]
[" -d","1-4.0m×1.79m","m",null,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第400章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"400章-永乐至二道沟","index":10,"n_rows":66,"n_cols":6,"rows_kept":66,"merged":[[0,0,0,5],[1,0,1,5],[65,0,65,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第400章 桥梁、涵洞"]
["合同段编号：HDTJ（永乐至二道沟）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["403-1","基础钢筋(包括灌注桩、承台、沉柱、沉井等)",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",1439.3,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",2488.3,null,""]
["403-2","下部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",533.7,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",10845.8,null,""]
["403-3","上部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",20927.6,null,""]
["403-4","附属结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",525.3,null,""]
[" -b","带肋钢筋(HRB335、HRB400)","kg",11351.6,null,""]
["404-2","水下挖土方","m3",1107.9,null,""]
["410-1","混凝土基础（包括支撑梁、桩基承台；但不包括桩基）",{"$nulls":3},""]
[" -a","C25混凝土","m3",146.4,null,""]
["410-2","混凝土下部结构",{"$nulls":3},""]
[" -a","C30混凝土","m3",115.4,null,""]
["410-3","现浇混凝土上部结构",{"$nulls":3},""]
[" -a","C40混凝土","m3",89,null,""]
["410-4","预制混凝土上部结构",{"$nulls":3},""]
[" -a","C40混凝土","m3",0,null,""]
["410-5","上部结构现浇整体化混凝土",{"$nulls":3},""]
[" -a","C40小石子混凝土","m3",null,null,""]
["410-6","现浇混凝土附属结构",{"$nulls":3},""]
[" -a","C15混凝土","m3",20,null,""]
[" -b","C30混凝土","m3",60.6,null,""]
[" -c","C40混凝土","m3",13,null,""]
["415-2","水泥混凝土桥面铺装",{"$nulls":3},""]
[" -a","C40混凝土、厚100mm","m2",null,null,""]
["416-1","板式橡胶支座",{"$nulls":3},""]
[" -a","厚10mm","m2",null,null,""]
["419-1","单孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",37,null,""]
[" -b","Φ1.0m","m",42,null,""]
[" -c","Φ0.75m（接长）","m",null,null,""]
[" -d","Φ1.0m（接长）","m",3,null,""]
["419-2","双孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",null,null,""]
[" -b","Φ1.0m","m",9,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-4.0m×1.05m","m",6.5,null,""]
[" -b","1-4.0m×1.35m","m",null,null,""]
[" -c","1-4.0m×1.42m","m",null,null,""]
[" -d","1-4.0m×1.79m","m",6.5,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第400章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第400章 桥梁、涵洞"]
["合同段编号：HDTJ（开地房至六支箭）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["403-1","基础钢筋(包括灌注桩、承台、沉柱、沉井等)",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",1862.3,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",3929.4,null,""]
["403-2","下部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",431.9,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",12141.8,null,""]
["403-3","上部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",14211.1,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",16766,null,""]
["403-4","附属结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",780.4,null,""]
[" -b","带肋钢筋(HRB335、HRB400)","kg",10975.5,null,""]
["404-2","水下挖土方","m3",1852.9,null,""]
["410-1","混凝土基础（包括支撑梁、桩基承台；但不包括桩基）",{"$nulls":3},""]
[" -a","C25混凝土","m3",333.1,null,""]
["410-2","混凝土下部结构",{"$nulls":3},""]
[" -a","C30混凝土","m3",186.8,null,""]
["410-3","现浇混凝土上部结构",{"$nulls":3},""]
[" -a","C40混凝土","m3",0,null,""]
["410-4","预制混凝土上部结构",{"$nulls":3},""]
[" -a","C40混凝土","m3",89.8,null,""]
["410-5","上部结构现浇整体化混凝土",{"$nulls":3},""]
[" -a","C40小石子混凝土","m3",8.7,null,""]
["410-6","现浇混凝土附属结构",{"$nulls":3},""]
[" -a","C15混凝土","m3",17.6,null,""]
[" -b","C30混凝土","m3",46.4,null,""]
[" -c","C40混凝土","m3",26.1,null,""]
["415-2","水泥混凝土桥面铺装",{"$nulls":3},""]
[" -a","C40混凝土、厚100mm","m2",292,null,""]
["416-1","板式橡胶支座",{"$nulls":3},""]
[" -a","厚10mm","m2",27.4,null,""]
["419-1","单孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",156.5,null,""]
[" -b","Φ1.0m","m",20,null,""]
[" -c","Φ0.75m（接长）","m",9,null,""]
[" -d","Φ1.0m（接长）","m",7.5,null,""]
["419-2","双孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","Φ0.75m","m",39,null,""]
[" -b","Φ1.0m","m",10.5,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-4.0m×1.05m","m",null,null,""]
[" -b","1-4.0m×1.35m","m",6.5,null,""]
[" -c","1-4.0m×1.42m","m",6.5,null,""]
[" -d","1-4.0m×1.79m","m",null,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第400章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-S208至S105","index":12,"n_rows":25,"n_cols":6,"rows_kept":25,"merged":[[0,0,0,5],[1,0,1,5],[24,0,24,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第600章 安全设施"]
["合同段编号：HDTJ（S208至S105）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","护栏柱","根",94,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",2,null,""]
[" -b","△700","个",34,null,""]
[" -c","2-△700","个",2,null,""]
[" -d","△700+Φ600","个",null,null,""]
[" -e","□1320×660","个",2,null,""]
[" -f","□1320×920","个",2,null,""]
["604-8","里程碑","个",9,null,""]
["604-12","减速带","m",9,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-永乐至二道沟","index":13,"n_rows":25,"n_cols":6,"rows_kept":25,"merged":[[0,0,0,5],[1,0,1,5],[24,0,24,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第600章 安全设施"]
["合同段编号：HDTJ（永乐至二道沟）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","护栏柱","根",null,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",1,null,""]
[" -b","△700","个",62,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","△700+Φ600","个",1,null,""]
[" -e","□1320×660","个",8,null,""]
[" -f","□1320×920","个",36,null,""]
["604-8","里程碑","个",24,null,""]
["604-12","减速带","m",166.5,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-开地房至六支箭","index":14,"n_rows":25,"n_cols":6,"rows_kept":25,"merged":[[0,0,0,5],[1,0,1,5],[24,0,24,4]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第600章 安全设施"]
["合同段编号：HDTJ（开地房至六支箭）",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","护栏柱","根",17,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",2,null,""]
[" -b","△700","个",51,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","△700+Φ600","个",null,null,""]
[" -e","□1320×660","个",9,null,""]
[" -f","□1320×920","个",null,null,""]
["604-8","里程碑","个",30,null,""]
["604-12","减速带","m",null,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"汇总表","index":15,"n_rows":25,"n_cols":4,"rows_kept":25,"merged":[[0,0,0,3],[5,0,7,0],[5,1,7,1],[8,0,10,0],[8,1,10,1],[11,0,13,0],[11,1,13,1],[15,0,17,0],[15,1,17,1],[19,1,19,2],[20,1,20,2],[21,1,21,2],[22,1,22,2],[23,1,23,2],[24,1,24,2]],"flags":["formulas_cached_only"]}
["5.4 投标报价汇总表"]
[]
["合同段编号：HDTJ",null,null,"货币单位：人民币元"]
["序号","章次","科 目 名 称","金额(元)"]
[1,100,"总则",""]
[2,200,"路基-S208至S105",0]
[null,null,"路基-永乐至二道沟",0]
[null,null,"路基-开地房至六支箭",0]
[3,300,"路面-S208至S105",0]
[null,null,"路面-永乐至二道沟",0]
[null,null,"路面-开地房至六支箭",0]
[4,400,"桥梁、涵洞-S208至S105",0]
[null,null,"桥梁、涵洞-永乐至二道沟",0]
[null,null,"桥梁、涵洞-开地房至六支箭",0]
[5,500,"隧道",0]
[6,600,"安全设施及预埋管线-S208至S105",0]
[null,null,"安全设施及预埋管线-永乐至二道沟",0]
[null,null,"安全设施及预埋管线-开地房至六支箭",0]
[7,700,"绿化及环境保护设施",0]
[8,"第100章～700章清单合计",null,0]
[9,"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,0]
[10,"清单合计减去材料、工程设备、专业工程暂估价合价\n(即8-9)=10",null,""]
[11,"计日工合计",null,0]
[12,"暂列金额（本项目不予考虑）",null,0]
[13,"投标报价(8+11+12)=13",null,""]