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{"sheet":"说明","index":1,"n_rows":25,"n_cols":1,"rows_kept":25,"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）需填入单价或价格，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： 按100章至700章合计金额（不含暂估价）的2%计列。 "]
["    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，投标人应根据《公路水运工程安全生产监督管理办法》（原交通部令2007年第1号）以及《关于印发<企业安全生产费用提取和使用管理办法>的通知》（财企[2012]16号）的规定，在投标总价中计入安全生产费用，安全生产费用以固定金额形式计入工程量清单第100章中（安全生产费用为招标人公布的最高投标限价的1.5％），投标人在投标报价时不得对该固定金额进行调整。如投标人须在此基础上增加安全生产费用以满足项目施工需要，则投标人应在本项目工程量清单其它相关子目的单价或总额价中予以考虑，发包人不再单独支付。承包人的施工安全生产费用，应当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清理土质边沟、清理风积沙、开挖旧路基土方经监理人验收合格后以立方米计量，计价中包括挖除、运输、堆放、掩埋等一切有关作业。"]
["         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、勾缝等均作为承包人应做的附属工作，不另行计量。"]
["         4.5混凝土硬化路肩经监理人验收合格后以立方米计量，计价中包括混凝土的拌合、运输、浇注、养生等一切有关作业。"]
["         4.6混凝土预制块镶边石经监理人验收合格后以立方米计量，计价中包括混凝土块的预制、安砌、砂砾垫层等一切有关作业。"]

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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：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["102-1","竣工文件","总额",1,null,""]
["102-2","施工环保费","总额",1,null,""]
["102-3","安全生产费(按投标控制价上限的1.5%计列)","总额",1,null,"","安全生产费用需填入报价，方可显示本章节总价。"]
["103-1","临时道路修建、养护与拆除(包括原道路的养护费)",{"$nulls":3},""]
[" -a","施工便道","总额",1,null,""]
[" -b","保通便道","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"]
["合同段编号：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-2","挖除旧路面",null,0,null,""]
["-a","水泥混凝土面层，平均厚20cm","m2",830,null,""]
["-b","沥青混凝土面层,平均厚4cm","m2",75947,null,""]
["-c","泥结碎石基层,平均厚20cm","m2",10458,null,""]
["202-3","拆除结构物",null,0,null,""]
["-a","钢筋混凝土结构","m3",44.2,null,""]
["-c","砖、石及其他砌体结构","m3",496,null,""]
["203-1","路基挖方",null,0,null,""]
["-a","挖土方","m3",30792,null,""]
["-c","挖除非适用材料","m3",8120,null,""]
["-d","清理土质边沟","m3",7830,null,""]
["-e","清理风积沙","m3",6831,null,""]
["-f","开挖旧路基土方","m3",330,null,""]
["204-1","路基填筑(包括填前压实) ",null,0,null,""]
["-e","借土填方","m3",22766,null,""]
["-g","结构物台背回填砂砾","m3",358,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",8120,null,""]
["207-1","M10浆砌片石边沟",null,0,null,""]
["-a","梯型50cm×50cm","m",7719,null,""]
["207-4","M10浆砌片石急流槽","m3",130.4,null,""]
["208-3","护坡",null,0,null,""]
["-c","M10浆砌片石护坡","m3",606.4,null,""]
["215-1","河床铺砌及隔水墙",{"$nulls":3},""]
["-a","M10浆砌片石","m3",36.6,null,""]
["清单  第200章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第300章 路面"]
["合同段编号：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-2","砂砾垫层",{"$nulls":3},""]
["-a","厚200mm","m2",10922,null,""]
["-b","厚300mm","m2",63960,null,""]
["-c","旧路基层翻松碾压（平均厚170mm）","m2",18233,null,""]
["304-3","水泥稳定碎石基层",null,0,null,""]
["-a","厚200mm","m2",60239,null,""]
["-b","平均厚230mm（找平层）","m2",164509,null,""]
["308-1","透层","m2",207376,null,""]
["308-2","黏层","m2",798,null,""]
["309-1","细粒式沥青混凝土",null,0,null,""]
["-a","厚40mm","m2",208076,null,""]
["312-1","水泥混凝土面板",null,0,null,""]
["-a","厚200mm（混凝土弯拉强度4.5MPa）","m2",398,null,""]
["312-2","钢筋",null,0,null,""]
["-a","HPB235","kg",616.4,null,""]
["-b","HRB335","kg",126.6,null,""]
["313-1","培路肩",null,0,null,""]
["-a","培土路肩","m3",3311,null,""]
["-b","培砂砾路肩","m3",24195,null,""]
["313-3","现浇混凝土加固土路肩（厚200mm）",{"$nulls":3},""]
[" -a","C30混凝土硬化路肩","m3",82.6,null,""]
["313-4","镶边石",null,0,null,""]
["-a","C30混凝土预制块镶边石","m3",720.6,null,""]
["315-1","天然砂砾路面",null,0,null,""]
[" -a","厚240mm","m2",1919.5,null,""]
["清单  第300章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第400章 桥梁、涵洞"]
["合同段编号：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["403-2","下部结构钢筋",{"$nulls":3},""]
["-a","光圆钢筋（HPB235、HPB300）","kg",102.4,null,""]
["-b","带肋钢筋（HRB335、HRB400）","kg",170.4,null,""]
["403-3","上部结构钢筋",{"$nulls":3},""]
["-b","带肋钢筋（HRB335、HRB400）","kg",7692.4,null,""]
["403-4","附属结构钢筋","kg",null,null,""]
["-a","光圆钢筋（HPB235、HPB300）","kg",104.2,null,""]
["-b","带肋钢筋（HRB335、HRB400）","kg",491.8,null,""]
["410-2","混凝土下部结构",null,0,null,""]
["-a","C30混凝土","m3",12,null,""]
["-b","C35混凝土","m3",16,null,""]
["410-3","现浇混凝土上部结构",{"$nulls":3},""]
["-b","C40混凝土","m3",41.3,null,""]
["410-6","现浇混凝土附属结构",{"$nulls":3},""]
["-b","C30混凝土","m3",3.4,null,""]
["-c","C35小石子混凝土","m3",0.04,null,""]
["415-3","防水层","m2",798,null,""]
["416-7","1cm厚橡胶板支座","m2",20.3,null,""]
["419-4","铸铁管",null,0,null,""]
["-a","1-Φ0.3m","m",16.37,null,""]
["-b","1-Φ0.5m","m",31.58,null,""]
["420-l","钢筋混凝土盖板涵",null,0,null,""]
["-c","1-4.0m×2.5m","m",11,null,""]
["422-1","原有涵洞修复利用",{"$nulls":3},""]
["-a","光圆钢筋（HPB235、HPB300）","kg",952.3,null,""]
["-b","带肋钢筋（HRB335、HRB400）","kg",1170.2,null,""]
["-c","D8冷轧带肋钢筋网","kg",284.4,null,""]
["-d","C30混凝土台帽","m3",22.9,null,""]
["-e","C30混凝土修复管壁","m3",30,null,""]
["-f","C35混凝土行车道板","m3",12.9,null,""]
["-g","M10浆砌片石八字翼墙、直墙、端墙","m3",177.5,null,""]
["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"]
["合同段编号：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["602-2","路侧护栏",null,0,null,""]
["-a","Gr-A-4E","m",422,null,""]
["-b","AT1-1","m",202.5,null,""]
["-c","AT2","m",187.5,null,""]
["602-8","铸钢支架护拦刷漆","m",135.6,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
["-a","△900","个",46,null,""]
["-b","▽900","个",21,null,""]
["604-2","双柱式交通标志",null,0,null,""]
["-a","□1200×837.5","个",1,null,""]
["604-8","里程碑","个",36,null,""]
["604-10","百米桩","个",313,null,""]
["605-1","热熔型涂料路面标线","m2",1519,null,""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

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["5.4 投标报价汇总表"]
[]
["合同段编号：SG",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",0]
[3,300,"路面",0]
[4,400,"桥梁、涵洞",0]
[5,500,"隧道",0]
[6,600,"安全设施及预埋管线",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（不含计日工总额，即:10×2%=12）",null,""]
[13,"投标报价(8+11+12)=13",null,""]