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{"sheet":"说明","index":1,"n_rows":28,"n_cols":1,"rows_kept":28,"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。"]
["    3.计日工说明:无。"]
["    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。"]
["         4.3土质截水沟按图纸所示尺寸施工，经监理人验收合格后，区分不同结构类型以延米为单位进行计量。图纸中所示的开挖土方、筑埂土方及夯实处理等均作为承包人的附属工作，不另行计量。"]
["         4.4浆砌片石以图纸所示或监理人的指示为依据，按实际完成并经验收的数量，区分砂浆强度等级以立方米计量；卵石、砂砾或石渣垫层、抹面、勾缝、开挖及回填土方等均作为承包人应做的附属工作，不另行计量。"]
["         4.5过水路面经监理人验收，区分不同路面宽度，按延米计量。所有浆砌片石、砂砾垫层、挖基土方、回填土方、沥青麻絮、路面结构层、钢筋、标注、石笼等均作为承包人的附属工作，不另行计量与支付。"]
["         4.6路缘石按图纸所示的长度进行现场测量，经验收合格后以立方米为单位计量。埋设缘石的基槽开挖与回填、夯实以及混凝土靠背和水泥沙浆垫层等有关杂项工作均作为承包人的附属工作，不另行计量。"]
["         4.7圆管涵以图纸规定的洞身长度或监理人同意的现场沿涵洞中心线量测的进出洞口之间的洞身长度，分不同孔径及孔数，经监理人检查验收后以米计量。管节所用钢筋不另计量与支付。图纸中标明的管节材料、基础、基底垫层、基座涵身的接缝材料与防水防腐材料、洞口建筑（包括八字墙、端墙、竖井、帽石、抹面、洞口铺砌、隔水墙等）、钢筋网片、进出水口处理以及基础挖方、弃运、回填等，均作为承包人应做的附属工作，不另计量与支付。台背回填列入204-1相应细目中计量，拆除结构物列入202-3相应细目中计量。"]
["       4.8盖板涵以图纸规定的洞身长度或监理人同意的现场沿涵洞中心线量测的进出洞口之间的洞身长度，分不同孔径及孔数，经监理人检查验收后以米计量。盖板涵所用钢筋不另计量与支付。图纸中标明的板涵混凝土、支座、台帽、台身、基础、支撑梁、接缝材料与防水材料等，洞口建筑（包括八字墙、端墙、帽石、河床铺砌、集水井、急流槽等）、基础挖方和运输等，均作为承包人应做的附属工作，不另计量与支付。台背回填列入204-1相应细目中，浆砌片石护坡列入208-3相应细目中。"]
["         4.9铸铁管涵以图纸规定的洞身长度或监理人同意的现场沿涵洞中心线量测的进出洞口之间的洞身长度，分不同孔径及孔数，经监理人检查验收后以米计量。图纸中标明的管身材料、洞口工程量、砂砾垫层、沥青防腐层、基础挖方和运输等均作为承包人应做的附属工作，不另计量与支付。"]

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["5.1 工程量清单表"]
["工程量清单"]
["清单  第100章  总 则"]
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["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},""]

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["工程量清单"]
["清单  第200章 路基"]
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["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",0,null,""]
[" -b","砍伐树木","棵",0,null,""]
[" -c","挖除树根","棵",0,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",0,null,""]
[" -d","拆除圆管涵","m",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",1561,null,""]
[" -c","挖除非适用材料","m3",0,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",1342,null,""]
[" -e","借土填方","m3",12619,null,""]
[" -f","结构物台背回填石渣","m3",10,null,""]
[" -g","结构物台背回填砂砾","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -c","换填石渣","m3",0,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石，梯形：顶宽140cm，底宽40cm，深40cm","m",0,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","土质截水沟，梯形：底宽60cm，深60cm","m",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",21.6,null,""]
[" -d","满砌护坡，M10浆砌片石","m3",0,null,""]
["209-1","护岸墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第200章 路基"]
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["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",6664,null,""]
[" -b","砍伐树木","棵",1,null,""]
[" -c","挖除树根","棵",1,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",0,null,""]
[" -d","拆除圆管涵","m",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",6812,null,""]
[" -c","挖除非适用材料","m3",0,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",5769,null,""]
[" -e","借土填方","m3",6995,null,""]
[" -f","结构物台背回填石渣","m3",24,null,""]
[" -g","结构物台背回填砂砾","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -c","换填石渣","m3",0,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石，梯形：顶宽140cm，底宽40cm，深40cm","m",1330,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","土质截水沟，梯形：底宽60cm，深60cm","m",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",0,null,""]
[" -d","满砌护坡，M10浆砌片石","m3",0,null,""]
["209-1","护岸墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",43.8,null,""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第200章 路基"]
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[" -a","清理现场","m2",10068,null,""]
[" -b","砍伐树木","棵",1,null,""]
[" -c","挖除树根","棵",1,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",0,null,""]
[" -d","拆除圆管涵","m",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",6479,null,""]
[" -c","挖除非适用材料","m3",1121,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",4819,null,""]
[" -e","借土填方","m3",11032,null,""]
[" -f","结构物台背回填石渣","m3",3,null,""]
[" -g","结构物台背回填砂砾","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -c","换填石渣","m3",1121,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石，梯形：顶宽140cm，底宽40cm，深40cm","m",0,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","土质截水沟，梯形：底宽60cm，深60cm","m",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",59.3,null,""]
[" -d","满砌护坡，M10浆砌片石","m3",0,null,""]
["209-1","护岸墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
["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"]
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[" -b","砍伐树木","棵",0,null,""]
[" -c","挖除树根","棵",0,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",0,null,""]
[" -d","拆除圆管涵","m",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",1207,null,""]
[" -c","挖除非适用材料","m3",0,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",1033,null,""]
[" -e","借土填方","m3",524,null,""]
[" -f","结构物台背回填石渣","m3",0,null,""]
[" -g","结构物台背回填砂砾","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -c","换填石渣","m3",0,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石，梯形：顶宽140cm，底宽40cm，深40cm","m",0,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","土质截水沟，梯形：底宽60cm，深60cm","m",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",0,null,""]
[" -d","满砌护坡，M10浆砌片石","m3",0,null,""]
["209-1","护岸墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",0,null,""]
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[" -b","砍伐树木","棵",0,null,""]
[" -c","挖除树根","棵",0,null,""]
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[" -b","混凝土结构","m3",0,null,""]
[" -d","拆除圆管涵","m",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",4464,null,""]
[" -c","挖除非适用材料","m3",1324,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",1915,null,""]
[" -e","借土填方","m3",7916,null,""]
[" -f","结构物台背回填石渣","m3",8,null,""]
[" -g","结构物台背回填砂砾","m3",0,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -c","换填石渣","m3",1324,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石，梯形：顶宽140cm，底宽40cm，深40cm","m",0,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","土质截水沟，梯形：底宽60cm，深60cm","m",0,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","满砌护坡，M7.5浆砌片石","m3",0,null,""]
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[" -a","厚200mm","m2",0,null,""]
[" -b","厚200mm(掺15%碎石)","m2",24139,null,""]
["308-1","透层","m2",20920,null,""]
["309-1","细粒式沥青混凝土",{"$nulls":3},""]
[" -a","厚40mm","m2",20937,null,""]
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[" -a","厚200mm（混凝土弯拉强度4.0MPa）","m2",0,null,""]
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[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB335、HRB400）","kg",0,null,""]
["313-1","培路肩",{"$nulls":3},""]
[" -a","培土","m3",4043.6,null,""]
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[" -a","C25混凝土预制块","m3",138,null,""]
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[" -a","路面宽6.5m","m",90,null,""]
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["304-3","水泥稳定砂砾基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
[" -b","厚200mm(掺15%碎石)","m2",25058,null,""]
["308-1","透层","m2",0,null,""]
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[" -a","厚40mm","m2",0,null,""]
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[" -a","厚200mm（混凝土弯拉强度4.0MPa）","m2",21749,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",1630,null,""]
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["313-1","培路肩",{"$nulls":3},""]
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[" -a","光圆钢筋（HPB235、HPB300）","kg",1304,null,""]
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[" -a","厚40mm","m2",0,null,""]
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[" -a","厚200mm","m2",0,null,""]
[" -b","厚200mm(掺15%碎石)","m2",17361,null,""]
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[" -a","路面宽6.5m","m",130,null,""]
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[" -a","1-0.5m","m",null,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-4.0m×1.5m","m",null,null,""]
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[{"$nulls":5},""]
[{"$nulls":5},""]
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[{"$nulls":5},""]
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["清单  第400章 桥梁、涵洞"]
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[" -a","1-0.5m","m",null,null,""]
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[{"$nulls":5},""]
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[{"$nulls":5},""]
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["清单  第400章合计  人民币(元)",{"$nulls":4},0]

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["清单  第400章 桥梁、涵洞"]
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[" -a","1-0.5m","m",null,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
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[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
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["清单  第400章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第400章 桥梁、涵洞"]
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[" -b","Ф1.0m","m",null,null,""]
["419-4","铸铁管涵",{"$nulls":3},""]
[" -a","1-0.5m","m",null,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-4.0m×1.5m","m",null,null,""]
[{"$nulls":5},""]
[{"$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600章 安全设施"]
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["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",3,null,""]
[" -b","△700","个",4,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","□1250×900","个",1,null,""]
[" -e","□1320×920","个",null,null,""]
[" -f","Φ600+△700","个",3,null,""]
[" -g","▽700+□650×240","个",null,null,""]
[" -h","△700+□960×540","个",1,null,""]
[" -i","▽700+□960×540","个",null,null,""]
[" -j","Φ600+△700+△700","个",null,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□1600×900","个",null,null,""]
["604-8","里程碑","个",5,null,""]
["605-1","路面标线",{"$nulls":3},""]
[" -a","热熔型涂料路面标线","m2",null,null,""]
[" -b","振动标线","m2",null,null,""]
["605-6","轮廓标","根",null,null,""]
["605-9","减速丘","m",4.5,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-大恒城至X556通村水泥路","index":18,"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：SG-1(大恒城至X556通村水泥路)",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","道口标柱","根",4,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",3,null,""]
[" -b","△700","个",12,null,""]
[" -c","2-△700","个",4,null,""]
[" -d","□1250×900","个",null,null,""]
[" -e","□1320×920","个",2,null,""]
[" -f","Φ600+△700","个",2,null,""]
[" -g","▽700+□650×240","个",null,null,""]
[" -h","△700+□960×540","个",null,null,""]
[" -i","▽700+□960×540","个",1,null,""]
[" -j","Φ600+△700+△700","个",1,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□1600×900","个",3,null,""]
["604-8","里程碑","个",6,null,""]
["605-1","路面标线",{"$nulls":3},""]
[" -a","热熔型涂料路面标线","m2",null,null,""]
[" -b","振动标线","m2",null,null,""]
["605-6","轮廓标","根",134,null,""]
["605-9","减速丘","m",18,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-和胜至围集线通村水泥路","index":19,"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：SG-1(和胜至围集线通村水泥路)",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","道口标柱","根",12,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",2,null,""]
[" -b","△700","个",6,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","□1250×900","个",4,null,""]
[" -e","□1320×920","个",4,null,""]
[" -f","Φ600+△700","个",null,null,""]
[" -g","▽700+□650×240","个",null,null,""]
[" -h","△700+□960×540","个",null,null,""]
[" -i","▽700+□960×540","个",3,null,""]
[" -j","Φ600+△700+△700","个",null,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□1600×900","个",null,null,""]
["604-8","里程碑","个",7,null,""]
["605-1","路面标线",{"$nulls":3},""]
[" -a","热熔型涂料路面标线","m2",null,null,""]
[" -b","振动标线","m2",null,null,""]
["605-6","轮廓标","根",null,null,""]
["605-9","减速丘","m",31.5,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-X583至林场水泥路","index":20,"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：SG-1(X583至林场水泥路)",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","道口标柱","根",4,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",2,null,""]
[" -b","△700","个",2,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","□1250×900","个",1,null,""]
[" -e","□1320×920","个",1,null,""]
[" -f","Φ600+△700","个",null,null,""]
[" -g","▽700+□650×240","个",null,null,""]
[" -h","△700+□960×540","个",null,null,""]
[" -i","▽700+□960×540","个",1,null,""]
[" -j","Φ600+△700+△700","个",null,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□1600×900","个",null,null,""]
["604-8","里程碑","个",null,null,""]
["605-1","路面标线",{"$nulls":3},""]
[" -a","热熔型涂料路面标线","m2",null,null,""]
[" -b","振动标线","m2",null,null,""]
["605-6","轮廓标","根",null,null,""]
["605-9","减速丘","m",9,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章-C008至黄花通村水泥路","index":21,"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：SG-1(C008至黄花通村水泥路)",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["603-6","道口标柱","根",4,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",1,null,""]
[" -b","△700","个",9,null,""]
[" -c","2-△700","个",null,null,""]
[" -d","□1250×900","个",null,null,""]
[" -e","□1320×920","个",1,null,""]
[" -f","Φ600+△700","个",1,null,""]
[" -g","▽700+□650×240","个",null,null,""]
[" -h","△700+□960×540","个",null,null,""]
[" -i","▽700+□960×540","个",null,null,""]
[" -j","Φ600+△700+△700","个",null,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□1600×900","个",1,null,""]
["604-8","里程碑","个",4,null,""]
["605-1","路面标线",{"$nulls":3},""]
[" -a","热熔型涂料路面标线","m2",null,null,""]
[" -b","振动标线","m2",null,null,""]
["605-6","轮廓标","根",null,null,""]
["605-9","减速丘","m",4.5,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"汇总表","index":22,"n_rows":32,"n_cols":4,"rows_kept":32,"merged":[[0,0,0,3],[5,0,9,0],[5,1,9,1],[10,0,14,0],[10,1,14,1],[15,0,18,0],[15,1,18,1],[20,0,24,0],[20,1,24,1],[26,1,26,2],[27,1,27,2],[28,1,28,2],[29,1,29,2],[30,1,30,2],[31,1,31,2]],"flags":["formulas_cached_only"]}
["5.4 投标报价汇总表"]
[]
["合同段编号：SG-1",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-白音特拉至X583通村沥青路",0]
[null,null,"路基-大恒城至X556通村水泥路",0]
[null,null,"路基-和胜至围集线通村水泥路",0]
[null,null,"路基-X583至林场水泥路",0]
[null,null,"路基-C008至黄花通村水泥路",0]
[3,300,"路面-白音特拉至X583通村沥青路",0]
[null,null,"路面-大恒城至X556通村水泥路",0]
[null,null,"路面-和胜至围集线通村水泥路",0]
[null,null,"路面-X583至林场水泥路",0]
[null,null,"路面-C008至黄花通村水泥路",0]
[4,400,"桥梁、涵洞-白音特拉至X583通村沥青路",0]
[null,null,"桥梁、涵洞-大恒城至X556通村水泥路",0]
[null,null,"桥梁、涵洞-和胜至围集线通村水泥路",0]
[null,null,"桥梁、涵洞-C008至黄花通村水泥路",0]
[5,500,"隧道",0]
[6,600,"安全设施及预埋管线-白音特拉至X583通村沥青路",0]
[null,null,"安全设施及预埋管线-大恒城至X556通村水泥路",0]
[null,null,"安全设施及预埋管线-和胜至围集线通村水泥路",0]
[null,null,"安全设施及预埋管线-X583至林场水泥路",0]
[null,null,"安全设施及预埋管线-C008至黄花通村水泥路",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,""]