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["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%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挖除旧路面经监理人验收合格后，区分不同路面类型及施工方法以立方米计量。计价中包括挖除、移运（移运至监理人指定的地点）、堆放、掩埋等一切有关的作业。"]
["         4.4翻挖回填土方经监理人验收合格后，以立方米计量，计价中包括挖除土方，基底碾压、回填土方、回填土方的夯实、开挖台阶等一切相关作业。"]
["         4.5气泡混合轻质土路堤经监理人验收合格后，区分不同类型及材料分别计量。其中气泡混合轻质土列入205-9-a子目中以立方米计量，计价中包括了钢丝网、挖台阶等相关作业费用，挖路基土方列入203-1相关子目中以立方米计量，拉杆、角钢列入205-9-b、205-9-c子目中以千克(kg)计量。C25混凝土预制面板列入205-9-d中以立方米计量，计价中包括了铁丝网、钢筋等相关作业费用。基底及顶面砂砾整平层列入205-1-b子目中以立方米计量，整平层的开挖土方列入203-1-c子目中以立方米计量。护栏列入205-9-e中以米计量，计价中包括了所有泄水管材料、混凝土、柱套筒、角钢、钢筋等相关作业费用。基础浆砌片石、混凝土分别列入205-9-f、205-9-g子目中以立方米计量，计价中包括了挖基土方、沉降缝等相关作业费用。"]
["         4.6植草经监理人验收合格后，以平方米计量。计价中包括了挖除碎石土及回填种植土等相关作业。"]
["         4.7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；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。"]
["         4.8管线交叉经监理人验收合格后，PVC水管交叉以米计量，计价中包括了基础的开挖与回填、PVC管的埋设、井盖、检查井、砖砌体、混凝土、砂浆抹面等一切相关作业。新建水塔以处计量，拆除水塔混凝土及检查井砌体计入202-3相关子目中。"]
["         4.9水泥混凝土面板经监理人验收合格后，以平方米计量。抗裂纤维、减水剂等均不另行计量与支付。"]
["         4.10培路肩按压实后并经验收的工程数量，区分不同的填料，分别以立方米为单位计量。混凝土预制块路肩板、路缘石经验收合格后，区分不同标号，以立方米计量，基槽开挖与回填、预制块预制铺砌、接缝材料、水泥砂浆等及其他有关路肩板、路缘石的杂项工作均属承包人的附属工作，不另行计量。"]
["         4.11花岗岩路肩块、人行道硬化彩砖按图纸所示，经监理人验收合格后以立方米计量。埋设路肩块及彩砖的基槽开挖与回填、夯实以及水泥细砂垫层等有关杂项工作均属承包人的附属工作，不另行计量。"]
["         4.12临时道路施工牌、临时安全施工标志均含入相关子目计价之中，不另行计量与支付。"]
["         4.13旧桥涵修复工程经监理人现场验收合格后，区分不同混凝土标号、不同结构类型，以立方米为单位列入422-1子目中计量，界面粘接剂作为混凝土施工的附属工作，不另行计量与支付。"]
["         4.14桥面铺装应按图纸所示的尺寸，或按实际完成并经监理人验收的数量，分别按不同材料、级别、厚度，以平方米计量。由于施工原因而超铺的桥面铺装，不予计量。桥面泄水管、玻璃格栅、碎石肓沟及混凝土桥面铺装接缝等作为桥面铺装的附属工作，不另行计量与支付。"]
["         4.15混凝土结构中所掺加的抗裂纤维作为混凝土工作的附属工作，不另行计量与支付。"]
["         4.16矩形板式橡胶支座按图纸所示的尺寸，经监理人验收合格后，区分不同的厚度，以平方米为单位计量，计价中包括支座的提供、安装和质量检测等一切相关作业费用。"]
["         4.17钢筋混凝土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。图纸中标明的管身、管节基础、基底垫层、接缝材料与防水材料、洞口建筑（包括八字墙、端墙、帽石、抹面、进出水口加固、下游急流坡、集水井、铸铁管、恢复水渠和挡水墙等）、基础挖方和运输、旧路基土方的开挖与回填等，均作为承包人应做的附属工作，不另计量与支付。拆除混凝土、砖石及其他砌体结构列入202-3相应细目中计量，清理土石方列入203-3相应细目中计量，台背回填列入204-1相应细目中计量，浆砌片石护坡列入208-3相应细目中计量。"]
["         4.18钢筋混凝土盖板涵、钢筋混凝土箱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、箱涵所用钢筋不另计量。图纸中标明的盖板混凝土、涵身混凝土、帽石、墙式护栏、泄水管、基础、支撑梁、支座、基础垫层、接缝与防水材料、洞口建筑（包括八字墙、翼墙、河床铺砌、隔水墙、砂砾垫层、集水井、急流槽、进出水口加固、挡水墙及抹面等）、基础挖方和运输、旧路基土方的开挖与回填等，均作为承包人应做的附属工作，不另计量与支付。拆除混凝土、砖石及其他砌体结构列入202-3相应细目中计量，清理土石方列入203-3相应细目中计量，台背回填列入204-1相应细目中计量，浆砌片石护坡列入208-3相应细目中计量。"]
["         4.19螺旋焊钢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。图纸中标明的钢管、钢筋网、管节基础、基底垫层、钢管防腐材料、洞口建筑（包括端墙、帽石、恢复水渠等）、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。清理土石方列入203-3相应细目中计量，台背回填列入204-1相应细目中计量。"]
["        4.20桥梁钻孔灌注桩完整性检测、桥梁荷载试验的检测，由发包人与施工单位共同选择试验检测机构进行检测，其检测费用视为已包含在工程量清单相关细目单价或总额价中，不另行计量与支付。发包人有权从承包人计量款中扣除相应的检测款，用于桥梁桩基完整性及桥梁荷载试验的检测费用的支付。"]

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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,"","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},""]

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["工程量清单"]
["清单  第200章 路基"]
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["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-1","清理与掘除",{"$nulls":3},""]
[" -a","清理现场","m2",66819.5,null,""]
[" -b","砍伐树木","棵",410,null,""]
[" -c","挖除树根","棵",410,null,""]
[" -d","清除表层腐殖土、垃圾","m3",21788,null,""]
["202-2","挖除旧路面",{"$nulls":3},""]
[" -a","水泥混凝土路面","m3",0,null,""]
[" -b","沥青混凝土路面结构层","m3",2327,null,""]
[" -d","铣刨沥青混凝土面层","m3",99,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",1252.4,null,""]
[" -c","砖、石及其他砌体结构","m3",3300.9,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",240315.4,null,""]
[" -b","挖石方","m3",189948.3,null,""]
[" -c","挖除非适用材料","m3",6385.7,null,""]
["203-3","清理河道",{"$nulls":3},""]
[" -a","清理土方","m3",2278,null,""]
[" -b","清理石方","m3",130,null,""]
["204-1","路基填筑（包括填前压实）",{"$nulls":3},""]
[" -b","利用土方","m3",104006.9,null,""]
[" -c","利用石方","m3",35643.6,null,""]
[" -e","借土填方","m3",null,null,""]
[" -g","结构物台背回填砂砾","m3",45753.8,null,""]
[" -h","锥坡及台前溜坡填土","m3",4210.8,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",7969.2,null,""]
[" -l","土工格栅","m2",7604.8,null,""]
[" -o","翻挖回填土方","m3",50896.2,null,""]
["205-9","气泡混合轻质土路堤",{"$nulls":3},""]
[" -a","气泡混合轻质土","m3",32122.4,null,""]
[" -b","拉杆","kg",8800,null,""]
[" -c","角钢","kg",60900,null,""]
[" -d","C25混凝土预制板","m3",225.4,null,""]
[" -e","护栏","m",1423.4,null,""]
[" -f","M7.5浆砌片石基础","m3",3659.5,null,""]
[" -g","C25混凝土","m3",379.2,null,""]
["207-1","边沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石边沟，梯形：顶宽120cm，深40cm","m",3555,null,""]
[" -b","边沟加固修复","m",5075,null,""]
["207-2","排水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石排水沟，梯形：顶宽120cm，深40cm","m",1503,null,""]
[" -b","M7.5浆砌片石排水沟，梯形：顶宽180cm，深60cm","m",205,null,""]
["207-3","截水沟",{"$nulls":3},""]
[" -a","M7.5浆砌片石截水沟，梯形：顶宽180cm，深60cm","m",1672,null,""]
[" -b","石质截水沟","m",463,null,""]
["207-4","急流槽",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",141.6,null,""]
["207-9","改移水渠",{"$nulls":3},""]
[" -a","M7.5浆砌片石排水渠，矩形50cm×50cm","m",74,null,""]
[" -b","土质排水渠，梯形：顶宽140cm，深60cm","m",100,null,""]
["208-1","植物护坡",{"$nulls":3},""]
[" -a","植草","m2",14348.7,null,""]
["208-3","护坡",{"$nulls":3},""]
[" -a","拱形骨架护坡，M7.5浆砌片石","m3",4636.3,null,""]
[" -c","满面护坡，M7.5浆砌片石","m3",4351.9,null,""]
["208-4","预制混凝土块护坡",{"$nulls":3},""]
[" -b","拱形骨架护坡，C30混凝土","m3",149.2,null,""]
["208-8","M7.5浆砌片石路堑矮墙","m3",3899.9,null,""]
["208-9","M7.5浆砌片石护岸","m3",185.2,null,""]
["209-1","挡土墙、围墙",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",739.7,null,""]
["212-2","挂网锚喷混凝土防护边坡",{"$nulls":3},""]
[" -a","C20混凝土","m3",2647.5,null,""]
[" -b","光圆钢筋（HPB235、HPB300）","kg",12955.6,null,""]
[" -c","带肋钢筋（HRB355、HRB400）","kg",13030.1,null,""]
[" -d","铁丝","kg",4099.9,null,""]
["215-1","河床铺砌",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",1713,null,""]
[" -b","C30混凝土","m3",1.5,null,""]
["215-2","护坝",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",158,null,""]
["215-5","锥坡、溜坡",{"$nulls":3},""]
[" -a","M7.5浆砌片石","m3",1906.8,null,""]
["216-1","管线交叉",{"$nulls":3},""]
[" -a","PVC水管交叉","m",150,null,""]
[" -b","新建水塔","处",1,null,""]
[{"$nulls":5},""]
[{"$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200章 路基"]
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["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["202-2","挖除旧路面",{"$nulls":3},""]
[" -a","水泥混凝土路面","m3",672,null,""]
[" -b","沥青混凝土路面结构层","m3",5997.8,null,""]
[" -d","铣刨沥青混凝土面层","m3",532.3,null,""]
["202-3","拆除结构物",{"$nulls":3},""]
[" -b","混凝土结构","m3",40.2,null,""]
[" -c","砖、石及其他砌体结构","m3",0,null,""]
["203-1","路基挖方",{"$nulls":3},""]
[" -a","挖土方","m3",0,null,""]
[" -b","挖石方","m3",0,null,""]
[" -c","挖除非适用材料","m3",3645.4,null,""]
["205-1","软土地基处理",{"$nulls":3},""]
[" -b","换填砂砾","m3",3645.4,null,""]
[" -l","土工格栅","m2",0,null,""]
[" -o","翻挖回填土方","m3",0,null,""]
[{"$nulls":5},""]
[{"$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：SWTJ",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-2","砂砾垫层",{"$nulls":3},""]
[" -a","厚150mm","m2",131599,null,""]
[" -b","厚200mm","m2",0,null,""]
["304-1","水泥稳定级配碎石底基层",{"$nulls":3},""]
[" -a","厚200mm","m2",125882,null,""]
["304-3","水泥稳定级配碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",140023,null,""]
["308-1","透层","m2",0,null,""]
["308-2","黏层","m2",208361,null,""]
["310-2","下封层","m2",140023,null,""]
["311-1","细粒式改性沥青混合料路面",{"$nulls":3},""]
[" -a","厚30mm","m2",0,null,""]
["311-2","中粒式改性沥青混合料路面",{"$nulls":3},""]
[" -a","厚40mm","m2",207523,null,""]
[" -b","厚50mm","m2",1980,null,""]
[" -c","厚60mm","m2",143810,null,""]
[" -d","找平层平均厚度20mm-40mm","m2",960,null,""]
["312-1","水泥混凝土面板",{"$nulls":3},""]
[" -a","厚280mm（混凝土弯拉强度大于5.0MPa）","m2",0,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",0,null,""]
["313-1","培路肩",{"$nulls":3},""]
[" -a","卵石封闭","m3",1475,null,""]
[" -b","培土","m3",9009,null,""]
["313-4","C30混凝土预制块加固土路肩","m3",0,null,""]
["313-5","C30混凝土预制块缘石","m3",687.4,null,""]
["313-6","花岗岩路肩块","m3",765.6,null,""]
["315-1","人行道硬化彩砖","m3",34.8,null,""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
[{"$nulls":5},""]
["清单  第300章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第300章 路面"]
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["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["302-2","砂砾垫层",{"$nulls":3},""]
[" -a","厚150mm","m2",0,null,""]
[" -b","厚200mm","m2",9114,null,""]
["304-1","水泥稳定级配碎石底基层",{"$nulls":3},""]
[" -a","厚200mm","m2",0,null,""]
["304-3","水泥稳定级配碎石基层",{"$nulls":3},""]
[" -a","厚200mm","m2",14600,null,""]
["308-1","透层","m2",11000,null,""]
["308-2","黏层","m2",101200,null,""]
["310-2","下封层","m2",29000,null,""]
["311-1","细粒式改性沥青混合料路面",{"$nulls":3},""]
[" -a","厚30mm","m2",83900,null,""]
["311-2","中粒式改性沥青混合料路面",{"$nulls":3},""]
[" -a","厚40mm","m2",0,null,""]
[" -b","厚50mm","m2",57124,null,""]
[" -c","厚60mm","m2",0,null,""]
[" -d","找平层平均厚度20mm-40mm","m2",0,null,""]
["312-1","水泥混凝土面板",{"$nulls":3},""]
[" -a","厚280mm（混凝土弯拉强度大于5.0MPa）","m2",3600,null,""]
["312-2","钢筋 ",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",26786,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",6311,null,""]
["313-1","培路肩",{"$nulls":3},""]
[" -a","卵石封闭","m3",0,null,""]
[" -b","培土","m3",945,null,""]
["313-4","C30混凝土预制块加固土路肩","m3",149.6,null,""]
["313-5","C30混凝土预制块缘石","m3",0,null,""]
["313-6","花岗岩路肩块","m3",0,null,""]
["315-1","人行道硬化彩砖","m3",0,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},""]
["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：SWTJ",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["403-1","基础钢筋(包括灌注桩、承台、沉柱、沉井等)",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",41264.6,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",161860.7,null,""]
["403-2","下部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",18589.8,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",315983.7,null,""]
["403-3","上部结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",177514.4,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",660295.1,null,""]
[" -c","D10冷轧带肋钢筋网","kg",87958,null,""]
["403-4","附属结构钢筋",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",19369.8,null,""]
[" -b","带肋钢筋(HRB355、HRB400)","kg",182832.4,null,""]
["404-1","干处挖土方","m3",15058,null,""]
["404-3","干处挖石方","m3",4125,null,""]
["405-1","钻孔灌注桩",{"$nulls":3},""]
[" -a","桩径1.4m","m",52,null,""]
[" -b","桩径1.5m","m",162,null,""]
[" -c","桩径1.6m","m",524,null,""]
["410-1","混凝土基础（包括支撑梁、桩基承台；但不包括桩基）",{"$nulls":3},""]
[" -a","C30混凝土","m3",2580.4,null,""]
["410-2","混凝土下部结构",{"$nulls":3},""]
[" -a","C30混凝土","m3",3475.7,null,""]
["410-4","预制混凝土上部结构",{"$nulls":3},""]
[" -a","C40混凝土空心板","m3",208.5,null,""]
["410-5","上部结构现浇整体化混凝土",{"$nulls":3},""]
[" -a","C40混凝土","m3",26.5,null,""]
[" -b","C50混凝土","m3",121.3,null,""]
[" -c","C50微膨胀混凝土","m3",273.2,null,""]
["410-6","现浇混凝土附属结构",{"$nulls":3},""]
[" -a","C15混凝土","m3",219.2,null,""]
[" -b","C30混凝土","m3",943.4,null,""]
[" -c","C40混凝土","m3",45.06,null,""]
[" -d","C50混凝土","m3",69.78,null,""]
[" -e","C50小石子混凝土","m3",10.22,null,""]
["411-2","先张法预应力钢绞线",{"$nulls":3},""]
[" -a","φs15.2","kg",10062.4,null,""]
["411-5","后张法预应力钢绞线",{"$nulls":3},""]
[" -a","φs15.2","kg",119003.6,null,""]
["411-8","预制预应力混凝土上部结构",{"$nulls":3},""]
[" -a","C50混凝土箱梁","m3",2835.2,null,""]
[" -b","C50混凝土空心板","m3",356.2,null,""]
["415-2","水泥混凝土桥面铺装",{"$nulls":3},""]
[" -a","C40混凝土，厚100mm～113mm","m2",600,null,""]
[" -b","C50混凝土，厚80mm","m2",7200,null,""]
[" -c","C50混凝土，厚100mm～114mm","m2",955.5,null,""]
["415-3","防水层",{"$nulls":3},""]
[" -a","FYT-1型","m2",9965.8,null,""]
["416-1","矩形板式橡胶支座",{"$nulls":3},""]
[" -a","厚1cm","m2",0,null,""]
[" -b","厚2cm","m2",492.8,null,""]
["416-2","圆形板式橡胶支座",{"$nulls":3},""]
[" -a","HDR(I)-D420×187-G1.0","个",112,null,""]
[" -b","LNR(H)-D320×118","个",96,null,""]
["417-2","模数式伸缩装置",{"$nulls":3},""]
[" -a","SSFD80型","m",73.1,null,""]
[" -b","SSFD160型","m",36.6,null,""]
["419-1","单孔钢筋混凝土圆管涵",{"$nulls":3},""]
[" -a","φ1.0m","m",114.5,null,""]
[" -b","φ1.5m","m",186.549,null,""]
["419-4","螺旋焊钢管涵",{"$nulls":3},""]
[" -a","1-φ0.508m","m",109.54,null,""]
["420-1","钢筋混凝土盖板涵",{"$nulls":3},""]
[" -a","1-2.0m×2.0m","m",224.97,null,""]
[" -b","1-4.0m×1.5m","m",14.46,null,""]
[" -c","1-4.0m×2.0m","m",44.25,null,""]
[" -d","1-4.0m×3.5m","m",17.21,null,""]
[" -e","1-4.0m×4.0m","m",23.84,null,""]
["420-2","钢筋混凝土箱涵",{"$nulls":3},""]
[" -a","1-8.0m×2.9m","m",12.186,null,""]
["422-1","旧桥涵修复",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",0,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",0,null,""]
[" -c","C40混凝土","m3",0,null,""]
[" -d","C50钢纤维混凝土","m3",1.1,null,""]
[" -e","植筋","根",0,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]

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["清单  第400章 桥梁、涵洞"]
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["415-3","防水层",{"$nulls":3},""]
[" -a","FYT-1型","m2",34.5,null,""]
["416-1","矩形板式橡胶支座",{"$nulls":3},""]
[" -a","厚1cm","m2",15.6,null,""]
[" -b","厚2cm","m2",null,null,""]
["422-1","旧桥涵修复",{"$nulls":3},""]
[" -a","光圆钢筋（HPB235、HPB300）","kg",177.3,null,""]
[" -b","带肋钢筋（HRB355、HRB400）","kg",3166.7,null,""]
[" -c","C40混凝土","m3",15.7,null,""]
[" -d","C50钢纤维混凝土","m3",null,null,""]
[" -e","植筋","根",38,null,""]
[{"$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]

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["工程量清单"]
["清单  第600章 安全设施及预埋管线"]
["合同段编号：SWTJ",{"$nulls":4},"货币单位：人民币元"]
["子目号","子  目  名  称","单 位","数 量","单价","合价"]
["602-2","单面波形梁钢护栏",{"$nulls":3},""]
[" -a","Gr-A-4E","m",9516.14,null,""]
[" -b","Gr-SB-2E","m",1428.86,null,""]
["604-1","单柱式交通标志",{"$nulls":3},""]
[" -a","Φ600","个",7,null,""]
[" -b","2-Φ600","个",1,null,""]
[" -c","Φ800","个",7,null,""]
[" -d","2-Φ800","个",15,null,""]
[" -e","△700","个",27,null,""]
[" -f","△900","个",27,null,""]
[" -g","2-△900","个",16,null,""]
[" -h","□1280×1280","个",2,null,""]
[" -i","□1760×1280","个",10,null,""]
[" -j","□2240×1280","个",4,null,""]
[" -k","□2800×800","个",8,null,""]
["604-2","双柱式交通标志",{"$nulls":3},""]
[" -a","□2980×2200","个",2,null,""]
[" -b","□3460×2200","个",6,null,""]
[" -c","□3510×1290","个",1,null,""]
["604-8","里程碑","个",19,null,""]
["604-9","公路界碑","个",404,null,""]
["604-10","百米桩","个",183,null,""]
["604-12","铸钢减速带","m",231.5,null,""]
["605-1","热熔型涂料路面标线","m2",5078.5,null,""]
["605-9","振动标线","m2",258,null,""]
["605-10","爆闪灯","处",12,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},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

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["工程量清单"]
["清单  第600章 安全设施及预埋管线"]
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["604-8","里程碑","个",null,null,""]
["604-9","公路界碑","个",null,null,""]
["604-10","百米桩","个",null,null,""]
["604-12","铸钢减速带","m",null,null,""]
["605-1","热熔型涂料路面标线","m2",1339.6,null,""]
["605-9","振动标线","m2",null,null,""]
["605-10","爆闪灯","处",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},""]
[{"$nulls":5},""]
["清单  第600章合计  人民币(元)",{"$nulls":4},0]

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["5.4 投标报价汇总表"]
[]
["合同段编号：SWTJ",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]
[null,null,"路基（保通工程）",0]
[3,300,"路面",0]
[null,null,"路面（保通工程）",0]
[4,400,"桥梁、涵洞",0]
[null,null,"桥梁、涵洞（保通工程）",0]
[5,500,"隧道",0]
[6,600,"安全设施及预埋管线",0]
[null,null,"安全设施及预埋管线（保通工程）",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,""]