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{"sheet":"说明","index":1,"n_rows":27,"n_cols":1,"rows_kept":27,"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5%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，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1.5%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。"]
["        4.4水泥混凝土加固土路肩经监理人验收合格后以立方米计量，加固土路肩的混凝土立模、摊铺、振捣、养生、拆模，预制块预制铺砌，接缝材料等及其他有关加固土路肩的杂项工作均属承包人的附属工作，均不另行计量。"]
["         4.5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。图纸中标明的管身、端墙、八字墙、抹面、帽石、管节基础、沥青麻絮、管节涂沥青、洞口及洞口外铺砌、隔水墙、沉降缝、以及基础挖方和运输等,均作为承包人应做的附属工作，不另计量与支付。拆除结构物列入202-3相应细目中，清理河道列入203-2相应细目中，浆砌片石护坡列入208-3相应细目中。"]
["        4.6接长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。板涵所用钢筋,不另计量与支付。图纸中标明的板涵混凝土、桥面铺装、支座、台帽、台身、基础、支撑梁、垫层和接缝材料，与防水材料等，洞口建筑，包括八字墙、端墙、帽石、河床铺砌、铁丝石笼、清理河道、清淤以及基础挖方和运输等,均作为承包人应做的附属工作，不另计量与支付。拆除结构物列入202-3相应细目中，清理河道列入203-2相应细目中急流槽列入207-4相应细目中。"]
["        4.7加固锥坡经监理人验收合格后以立方米计量，卵石砂砾或石渣垫层等均作为承包人应做的附属工作，不另行计量。"]
["        4.8工程量清单第600章安全设施及预埋管线投标报价合计金额不得低于人民币93万元。"]

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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",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["102-1","竣工文件","总额",1,null,""]
["102-2","施工环保费","总额",1,null,""]
["102-3","安全生产费（按投标控制价上限的1.5%计列）","总额",1,null,"","安全生产费用需填入报价，方可显示本章节总价。"]
["103-1","临时道路修建、养护与拆除(包括原道路的养护费)","总额",1,null,""]
["103-2","临时占地","总额",1,null,""]
["103-3","临时供电设施",{"$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","index":3,"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",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-2","挖除旧路面",null,0,null,""]
["-a","水泥混凝土路面（厚度200mm）","m2",50,null,""]
["-b","沥青混凝土路面（厚度40mm）","m2",35206,null,""]
["-c","挖除原路面基层（厚度200mm）","m2",15655,null,""]
["-d","挖除原路面垫层（厚度450mm）","m2",95,null,""]
["202-3","拆除结构物",null,0,null,""]
["-a","钢筋混凝土结构","m3",172.7,null,""]
["-c","砖、石及其他砌体结构","m3",582,null,""]
["203-1","路基挖方",null,0,null,""]
["-a","挖土方","m3",3891,null,""]
["203-2","改河、改渠、改路挖方",null,0,null,""]
["-a","挖土方","m3",948,null,""]
["204-1","路基填筑（包括填前压实）",null,0,null,""]
["-b","借土填方","m3",475,null,""]
["207-4","急流槽",null,0,null,""]
["-a","M10浆砌片石","m3",151.5,null,""]
["-b","现浇C25混凝土","m3",0.8,null,""]
["-c","现浇C30混凝土","m3",1.8,null,""]
["208-3","护坡",null,0,null,""]
["-c","M10浆砌片石","m3",65.2,null,""]
["清单  第200章合计  人民币(元)",{"$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115mm","m2",14720,null,""]
["-c","厚450mm","m2",248,null,""]
["304-3","水泥稳定碎石基层",null,0,null,""]
["-a","厚200mm","m2",14968,null,""]
["-b","厚205mm","m2",19565,null,""]
["-c","厚240mm","m2",835,null,""]
["308-1","乳化沥青透层","m2",35921,null,""]
["308-2","黏层","m2",130038,null,""]
["309-1","细粒式沥青混凝土",null,0,null,""]
["-a","厚40mm","m2",165499,null,""]
["312-3","厚200mm天然砂砾面层","m2",1481,null,""]
["313-1","培路肩",null,0,null,""]
["-a","培砂砾","m3",487,null,""]
["313-3","现浇混凝土加固土路肩",null,0,null,""]
["-a","C20混凝土","m3",6994,null,""]
["313-4","C30混凝土预制块加固土路肩","m3",7.3,null,""]
[{"$nulls":5},""]
[{"$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",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["419-1","钢筋混凝土圆管涵（φ1.5m）","m",36.03,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
["-a","接长加高（1-1.4m）","m",135.9,null,""]
["-b","接长加高（1-1.6m）","m",54.4,null,""]
["-c","接长加高（1-2.6m）","m",12.3,null,""]
["421-1","铸铁管",{"$nulls":3},""]
["  -a","1-φ0.5m ","m",31.3,null,""]
["422-1","旧桥修复",{"$nulls":3},""]
["  -a","现浇C30混凝土加固锥坡","m3",8.8,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第400章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"600章","index":6,"n_rows":22,"n_cols":6,"rows_kept":22,"merged":[[0,0,0,5],[1,0,1,5],[20,0,20,4],[21,0,21,5]],"flags":["formulas_cached_only"]}
["工程量清单"]
["清单  第600章 安全设施"]
["合同段编号：SG",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["602-2","单面波形梁钢护栏","m",1759,null,""]
["603-6","钢筋混凝土立柱","根",136,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
["-a","△1100","个",64,null,""]
["604-5","单悬臂式交通标志",{"$nulls":3},""]
["-a","□4800×3000","个",10,null,""]
["604-8","里程碑","个",19,null,""]
["605-1","热熔型涂料路面标线",{"$nulls":3},""]
["-a","热熔型","m2",7298.1,null,""]
["605-2","橡胶减速带","m",15,null,""]
["605-6","轮廓标",{"$nulls":3},""]
["-a","柱式轮廓标","个",879,null,""]
["-b","附着式轮廓标","个",39,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]
["注：工程量清单第600章安全设施及预埋管线投标报价合计金额不得低于人民币93万元。"]

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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:10×5%=12）",null,""]
[13,"投标报价(8+11+12)=13",null,""]