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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： 按100章至700章合计金额（不含暂估价）的3%计列。 "]
["    3.计日工说明：无。"]
["    4.其它说明"]
["         4.1建筑工程一切险的投保金额为工程量清单100章至700章的合计金额(除建筑工程一切险和第三者责任险除外)，保险费率为3.0‰；第三者责任险的投保金额为累计赔偿限额100万元/次，事故次数不限（不计免赔额），保险费率为4.0‰。上述两项保险承包人应以发包人和承包人的共同名义投保。保险费由承包人报价时列入工程量清单100章内。发包人在接到保险单后，将按照保险单的实际费用直接向承包人支付保险费。"]
["         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挖除旧路面按图纸要求及监理人的指示，按挖除路面不同类型及实际验收的数量以立方米计量。计价中包含所挖除路面结构材料的挖除、弃运及原路面结构层的切割等一切有关作业。"]
["         4.4铺设土工格栅以图纸为依据，经监理人验收合格以设计图为依据计算单层净面积数量（不计搭接及反包边增加量），包括材料、机械、试验检测及有关的一切作业。钢筋钉作为铺设土工格栅的附属工作，不另行计量与支付。"]
["         4.5草灌间植护坡应以图纸要求和所示面积为依据实施，经监理人验收的实际面积以平方米计量。整修边坡、铺设表土、开挖沟槽、草种、草皮、苗木、混合料、水、肥料、土壤稳定剂等（含运输）及其作业均作为承包人应做的附属工作，不另行计量。草灌间植计价中包括草灌植物及植草的作业费用。"]
["         4.6水泥混凝土预制块护肩板、拦水带经验收合格后，区分不同混凝土标号以立方米为单位计量，护肩板的混凝土立模、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的杂项工作均属于承包人的附属工作，均不另行计量。"]
["         4.7边坡急流槽以图纸规定的槽身长度或监理人同意的现场沿急流槽中心线量测的进出水口之间的长度，分不同直径，经监理人检查验收后以米计量。图纸中标明的水泥砂浆、进水口、竖井、拦水带、铸铁井盖、PVC管槽身及开挖土方等，均作为承包人应做的附属工作，不另计量与支付。"]
["         4.8接长利用盖板涵以图纸规定的接长洞身长度或监理人同意的现场沿涵洞中心线量测的接长洞身长度，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。图纸中标明的行车道板、台帽、台身、基础、梯道、帽石、八字翼墙、河床铺砌、隔水墙、垫层、橡胶板支座、防水层、防水土工布、基底换填及回填砂砾、砂浆抹面、沉降缝、及挖基土方等，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，拆除结构列入202-3相应细目中。"]
["         4.9钢筋混凝土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。图纸中标明的行车道板、防水层、台帽、台身、基础、八字翼墙、支撑梁、河床铺砌、隔水墙、砂砾垫层、砂浆抹面、沉降缝、橡胶板支座、清理河道及挖基土方等，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，拆除结构列入202-3相应细目中。"]

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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：HSSG-1",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["101-1","保险费"]
[" -a","按合同条款规定；提供建筑工程一切险","总额",1,0,""]
[" -b","按合同条款规定；提供第三方责任险","总额",1,0,""]
["102-1","竣工文件","总额",1,null,""]
["102-2","施工环保费","总额",1,null,""]
["102-3","安全生产费(按投标控制价上限的1%计列)","总额",1,null,"","安全生产费用需填入报价，方可显示本章节总价。"]
["103-1","临时道路修建、养护与拆除(包括原道路的养护费)","总额",1,null,""]
["103-2","临时占地","总额",1,null,""]
["103-3","临时供电设施",{"$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,""]
["105-1","竣工验收检测费（暂估价）","总额",1,null,{"v":20000,"d":"20,000"}]
[]
["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：HSSG-1",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-2","挖除旧路面",{"$nulls":3},""]
[" -a","水泥混凝土面层","m3",100.08,null,""]
[" -b","沥青混凝土面层","m3",495.78,null,""]
[" -c","石灰水泥稳定砂砾基层","m3",918.6,null,""]
[" -d","砂砾垫层","m3",889.49,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -a","钢筋混凝土结构","m3",31.3,null,""]
[" -b","混凝土结构","m3",649.1,null,""]
[" -c","砖、石及其他砌体结构","m3",128.68,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",775,null,""]
["203-3","旧路基处理",{"$nulls":3},""]
[" -a","边坡清表土方","m3",1237,null,""]
[" -b","挖台阶土方","m3",5287,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -e","借土填方","m3",10806,null,""]
[" -g","结构物台背回填砂砾","m3",433.2,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -l","土工格栅","m2",7299,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M10浆砌片石，矩形40cm×40cm","m",329,null,""]
[" -b","M10浆砌片石，急流槽出水口矩形40cm×40cm","m",16,null,""]
["207-4","急流槽",{"$nulls":3},""]
[" -a","PVC管(Φ20cm)","m",161.53,null,""]
["208-1","植物护坡",{"$nulls":3},""]
[" -d","草灌间植护坡","m2",4717,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -c","M10浆砌片石，满面护坡","m3",22.3,null,""]
[{"$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},""]
["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：HSSG-1",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-2","砂砾垫层",{"$nulls":3},""]
[" -a","厚150mm（找平层）","m2",3037,null,""]
[" -b","厚400mm","m2",2836.2,null,""]
["304-3","水泥稳定级配碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",5316.8,null,""]
[" -b","厚239mm（找平层）","m2",1125,null,""]
[" -c","厚240mm","m2",90,null,""]
["308-1","透层","m2",9746.3,null,""]
["308-2","黏层","m2",31271,null,""]
["309-1","细粒式沥青混凝土",{"$nulls":3},""]
[" -a","厚40mm","m2",41785.3,null,""]
["313-1","培路肩",{"$nulls":3},""]
[" -a","培天然砂砾","m3",1198.67,null,""]
["313-4","护肩板",{"$nulls":3},""]
[" -a","C30水泥混凝土预制块","m3",415.1,null,""]
["313-6","花岗岩路缘石","m3",6.6,null,""]
["314-7","拦水带",{"$nulls":3},""]
[" -b","C30水泥混凝土预制块","m3",14.9,null,""]
["315-1","天然砂砾路面",{"$nulls":3},""]
[" -a","厚200mm","m2",264.3,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：HSSG-1",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-1m×1.2m（接长利用）","m",1,null,""]
[" -b","1-1.4m×1.4m","m",24,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600章 安全设施"]
["合同段编号：HSSG-1",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["602-2","单面波形梁钢护栏",{"$nulls":3},""]
[" -a","AT1-1","m",36,null,""]
[" -b","AT2","m",36,null,""]
[" -c","Gr-A-4E","m",846,null,""]
["603-6","钢筋混凝土护栏柱","根",28,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","△1100","个",18,null,""]
["604-5","单悬臂式交通标志",{"$nulls":3},""]
[" -a","□3500×2700","个",2,null,""]
[" -b","□3950×2400","个",4,null,""]
["604-8","里程碑","个",4,null,""]
["605-1","热熔型涂料路面标线","m2",1874.7,null,""]
["605-6","轮廓标",{"$nulls":3},""]
[" -a","柱式轮廓标","个",202,null,""]
[" -b","附着式轮廓标","个",52,null,""]
["609-1","橡胶减速带","m",39.5,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

{"sheet":"暂估价","index":7,"n_rows":14,"n_cols":4,"rows_kept":14,"merged":[[0,0,0,3],[1,0,1,3],[13,0,13,2]],"flags":["formulas_cached_only"]}
["5.3 暂估价表"]
["5.3.3 专业工程暂估价表"]
["合同段编号：HSSG-1",null,null,"货币单位：人民币元"]
["序号","专业工程名称","工程内容","金额"]
[1,"竣工验收检测费（暂估价）",null,{"v":20000,"d":"20,000"}]
{"$rows_empty":8}
["小    计    人民币(元)",null,null,{"v":20000,"d":"20,000"}]

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["5.4 投标报价汇总表"]
[]
["合同段编号：HSSG-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",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:10×3%）=12",null,""]
[13,"投标报价(8+11+12)=13",null,""]