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[" S216河洋大桥至普安公路改扩建工程龙吟至普安段公路改扩建工程第LPSG-2标段（K47+900-K61+900段）"]
[]
[]
[]
["施工招标文件"]
[]
["第五章"]
["工 程 量 清 单"]
[]
[]
[]
[]
["二O一六年四月"]

{"sheet":"清单说明","index":1,"n_rows":19,"n_cols":1,"rows_kept":19,"flags":["formulas_cached_only"]}
["清单说明"]
[]
["    1．工程量清单应与投标人须知、合同条款、计量规则、技术规范及图纸等文件结合起来查阅与理解。"]
["    2．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，由承包人按计量规则、技术规范规定的计量方法，以监理工程师认可的尺寸、断面计量，按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，按合同条款的相关规定，由监理工程师确定的单价或总额价计算支付额。"]
["    3．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（工程一切险和第三方责任险除外）、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。"]
["    4．按国家、贵州省及黔西南州的现行法律、法令和条例的规定，营业税及其附加税项均应含入清单各细目报价中，并由承包人自行缴纳。"]
["    5．工程一切险的投保金额为工程量清单第100章(不含工程一切险及第三方责任险的保险费)至第700章的合计金额，保险费率为3.5 ‰；第三方责任险的投保金额为500万元，保险费率为10 ‰。工程量清单第100章内列有上述保险费的支付细目，投标人根据上述保险费率计算出保险费，填入工程量清单。除上述工程一切险及第三方责任险以外，所投其他保险的保险费均由承包人承担并支付，不在报价中单列。"]
["    6．工程量清单中提供了数量的每一个细目，都需填入单价；对于没有填入单价或总额价的细目，其费用应视为已包括在工程量的其他单价或总额价中，承包人必须按监理工程师指令完成工程量清单中未填入单价或总额价的工程细目，但不能得到结算与支付。"]
["    7．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细目之中，未列细目不予计量的工作，其费用应视为已分摊在本合同工程的有关细目的单价或总额价之中。"]
["    8．工程量清单各章是按计量规则、技术规范相应章次编号的，因此，工程量清单中各章的工程细目的范围与计量等应与计量规则、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。"]
["    9．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，在给工程量清单各细目标价前，应参阅招标文件中计量规则、技术规范的有关部分。"]
["    10．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。"]
["    11．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与总额价之中。"]
["    12．计量方法"]
["    a．用于支付已完工程的计量方法，应符合技术规范中相应章节的“计量与支付”条款的规定。"]
["    b．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。当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。"]
["    13．工程量清单中各项金额均以人民币(元)结算。"]
["    14.安全生产费用按业主公布的最高投标限价的1.5％计算。"]
["    15.业主保留要求澄清或修改不平衡报价的权利。"]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                 第2合同段"]
["清 单   第100章    总  则"]
["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",null,{"v":0,"d":"0.00"}]
["-b","按合同条款规定，提供第三者责任险","总额",1,null,{"v":0,"d":"0.00"}]
["-c","农民工保险","总额",1,null,{"v":0,"d":"0.00"}]
["102-1","竣工文件","总额",1,null,{"v":0,"d":"0.00"}]
["102-2","施工环保费","总额",1,null,{"v":0,"d":"0.00"}]
["102-3","安全生产费","总额",1,null,{"v":0,"d":"0.00"}]
["102-4","工程管理软件（暂估价）","总额",1,null,{"v":0,"d":"0.00"}]
["103-1","临时道路修建、养护与拆除（包括原道路的养护费）及交通管制","总额",1,null,{"v":0,"d":"0.00"}]
["103-2","临时占地","亩",29.4,null,{"v":0,"d":"0.00"}]
["103-3","临时供电设施临时供电设施(包括设施假设、拆除及设施维修)","总额",1,null,{"v":0,"d":"0.00"}]
["103-4","电信设施的提供、维修与拆除","总额",1,null,{"v":0,"d":"0.00"}]
["103-5","供水与排污设施","总额",1,null,{"v":0,"d":"0.00"}]
["104-1","承包人驻地建设","总额",1,null,{"v":0,"d":"0.00"}]
[]
[]
["清单  第100章合计               人民币     元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                   第2合同段"]
["清 单   第200章    路  基"]
["子目号  ","子 目 名 称","单位","数量","单价","合价"]
[]
["202-1","清理与掘除"]
["     -b","砍伐树木","棵",4743,null,{"v":0,"d":"0.00"}]
["     -c","挖除树根","棵",4536,null,{"v":0,"d":"0.00"}]
["     -d","清除表土","m3",4212,null,{"v":0,"d":"0.00"}]
["     -e","填前碾压","m2",21060,null,{"v":0,"d":"0.00"}]
["     -f","回填土方","m3",6318,null,{"v":0,"d":"0.00"}]
["202-2","挖除旧路面"]
["     -b","沥青混凝土路面","m2",54200,null,{"v":0,"d":"0.00"}]
["202-3","拆除结构物"]
["     -c","砖、石及其他砌体结构","m3",1322,null,{"v":0,"d":"0.00"}]
["203-1","路基挖方"]
["     -a","挖土方","m3",83951,null,{"v":0,"d":"0.00"}]
["     -b","挖石方","m3",97973,null,{"v":0,"d":"0.00"}]
["     -c","挖除非适用材料（不含淤泥）","m3",244,null,{"v":0,"d":"0.00"}]
["203-2","改河、改渠、改路挖方"]
["     -a","开挖土方","m3",{"v":3685,"d":"3685.0"},null,{"v":0,"d":"0.00"}]
["204-1","路基填筑（包括填前压实）"]
["     -b","利用土方","m3",38934.4,null,{"v":0,"d":"0.00"}]
["     -c","利用石方","m3",14892.1,null,{"v":0,"d":"0.00"}]
["204-2","改河、改渠、改路填筑"]
["     -a","利用土方","m3",{"v":1130,"d":"1130.0"},null,{"v":0,"d":"0.00"}]
["205-1","软土地基处理"]
["     -i","碎石桩","m",2790,null,{"v":0,"d":"0.00"}]
["     -o","水泥搅拌桩","m³",3155,null,{"v":0,"d":"0.00"}]
["    -p","碎石（换填、垫层）","m³",752,null,{"v":0,"d":"0.00"}]
["205-2","滑坡处理"]
["     -a","挖土方","m³",1487,null,{"v":0,"d":"0.00"}]
["     -b","填土方","m³",587,null,{"v":0,"d":"0.00"}]
["205-3","岩溶洞回填","m3"]
["     -b","干砌片石","m³",8,null,{"v":0,"d":"0.00"}]
["   -c","挖方","m³",4,null,{"v":0,"d":"0.00"}]
["205-9","低填浅挖及路床处理"]
["     -a","挖土方","m3",46049.1,null,{"v":0,"d":"0.00"}]
["     -b","80cm厚宕渣","m3",{"v":26979,"d":"26979.0"},null,{"v":0,"d":"0.00"}]
["     -c","基坑回填","m3",{"v":3704,"d":"3704.0"},null,{"v":0,"d":"0.00"}]
["205-10","桥头路基处理"]
["     -a","砂砾回填","m3",849.5,null,{"v":0,"d":"0.00"}]
["205-11","填挖交界处理"]
["     -a","开挖土方","m3",{"v":15829,"d":"15829.0"},null,{"v":0,"d":"0.00"}]
["     -b","回填宕渣","m3",{"v":15829,"d":"15829.0"},null,{"v":0,"d":"0.00"}]
["     -c","25KJ冲击碾压","m2",{"v":5332,"d":"5332.0"},null,{"v":0,"d":"0.00"}]
["     -d","200KJ重夯","m2",{"v":408,"d":"408.0"},null,{"v":0,"d":"0.00"}]
["     -e","双向土工格栅","m2",{"v":34640,"d":"34640.0"},null,{"v":0,"d":"0.00"}]
["205-12","新旧路基衔接"]
["     -a","开挖台阶","m3",{"v":10668,"d":"10668.0"},null,{"v":0,"d":"0.00"}]
["     -b","刷坡土方","m3",12611.2,null,{"v":0,"d":"0.00"}]
["     -c","回填土方","m3",23279.2,null,{"v":0,"d":"0.00"}]
["     -d","200KJ重夯","m2",19112.5,null,{"v":0,"d":"0.00"}]
["     -e","双向土工格栅","m2",29547.9,null,{"v":0,"d":"0.00"}]
["207-1","M7.5浆砌片石边沟"]
["     -a","Ⅰ型边沟(50cm×50cm矩形）","m",12825,null,{"v":0,"d":"0.00"}]
["     -b","Ⅱ型边沟(60cm×60cm矩形加盖板）","m",3006,null,{"v":0,"d":"0.00"}]
["     -c","Ⅲ型边沟(50cm×50cm，一侧为挡墙）","m",586,null,{"v":0,"d":"0.00"}]
["207-2","M7.5浆砌片石排水沟"]
["     -a","排水沟（50cm×50cm矩形）","m",447,null,{"v":0,"d":"0.00"}]
["     -b","线外排水沟（50cm×50cm矩形加盖板）","m",58,null,{"v":0,"d":"0.00"}]
["207-3","M7.5浆砌片石截水沟"]
["     -a","50cm×50cm矩形截水沟","m",840,null,{"v":0,"d":"0.00"}]
["     -b","路堑平台截水沟","m",380,null,{"v":0,"d":"0.00"}]
["207-4","M7.5浆砌片石急流槽","m3",685.25,null,{"v":0,"d":"0.00"}]
["207-5","M7.5浆砌片防洪渠(300cm×200cm矩形)","m",50,null,{"v":0,"d":"0.00"}]
["207-5","2000mm×900mm 路基盲沟","m",294,null,{"v":0,"d":"0.00"}]
["208-1","植物护坡"]
["     -c","客土喷播护坡","m2",10416,null,{"v":0,"d":"0.00"}]
["208-3","M10浆砌片石护坡"]
["     -a","拱形护坡","m3",365,null,{"v":0,"d":"0.00"}]
["     -c","C20混凝土","m3",38,null,{"v":0,"d":"0.00"}]
["     -d","客土喷播护坡","m2",{"v":1446.8,"d":"1447"},null,{"v":0,"d":"0.00"}]
["209-1","砌体挡土墙"]
["     -a","M7.5浆砌片（块）石","m3",14403,null,{"v":0,"d":"0.00"}]
["     -b","C20片石混凝土肋带","m3",180,null,{"v":0,"d":"0.00"}]
["     -d","碎石垫层","m3",2146,null,{"v":0,"d":"0.00"}]
["209-3","混凝土挡土墙"]
["     -a","C20片石混凝土","m3",922,null,{"v":0,"d":"0.00"}]
["214-1","混凝土抗滑桩"]
["     -a","1.0m×1.3m，C30混凝土抗滑桩(包含检测管)","m",120,null,{"v":0,"d":"0.00"}]
["     -c","钢筋（带肋钢筋）","kg",22108,null,{"v":0,"d":"0.00"}]
["清单  第200章合计               人民币        元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                  第2合同段"]
["清 单   第300章    路  面"]
["子目号  ","子目 名 称","单位","数量","单价","合价"]
[]
["304-1","水泥稳定碎石基层"]
["     -a","厚300mm","m2",128835,null,{"v":0,"d":"0.00"}]
["    -b","厚200mm","m2",634,null,{"v":0,"d":"0.00"}]
["    -c","厚150mm","m2",1800,null,{"v":0,"d":"0.00"}]
["306-3","级配碎石底基层"]
["     -a","厚150mm","m2",{"v":135063,"d":"135063.0"},null,{"v":0,"d":"0.00"}]
["    -b","厚180mm","m2"]
["307-1","透层","m2",{"v":121956,"d":"121956.0"},null,{"v":0,"d":"0.00"}]
[" 309-2","中粒式沥青混凝土"]
["     -a","厚50mm","m2","1800",null,{"v":0,"d":"0.00"}]
["    -b","厚60mm","m2",{"v":111214,"d":"111214.0"},null,{"v":0,"d":"0.00"}]
["310-2","封层","m2",{"v":121956,"d":"121956.0"},null,{"v":0,"d":"0.00"}]
["313-1","培土路肩","m3","3180.4",null,{"v":0,"d":"0.00"}]
["313-3","C25现浇混凝土加固土路肩（厚250mm）","m","27875.8",null,{"v":0,"d":"0.00"}]
[]
[]
["清单  第300章合计               人民币    元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                第2合同段"]
["清 单   第400章    桥 梁、涵 洞"]
["细目号  ","细 目 名 称","单位","数量","单价(元)","合价(元)"]
[]
["403-1","基础钢筋(包括灌注桩、承台、沉柱、沉井等)"]
["     -a","光圆钢筋（HPB300）","kg",{"v":1024,"d":"1024.0"},null,{"v":0,"d":"0.00"}]
["     -b","带肋钢筋（HRB400）","kg",{"v":6334,"d":"6334.0"},null,{"v":0,"d":"0.00"}]
["403-2","下部结构钢筋"]
["     -a","光圆钢筋（HPB300）","kg",105.2,null,{"v":0,"d":"0.00"}]
["     -b","带肋钢筋（HRB400）","kg",7597.7,null,{"v":0,"d":"0.00"}]
["403-3","上部结构钢筋"]
["     -a","光圆钢筋（HPB300）","kg",2365.4,null,{"v":0,"d":"0.00"}]
["     -b","带肋钢筋（HRB400）","kg",6764.3,null,{"v":0,"d":"0.00"}]
["     -c","其他钢材","kg",77.5,null,{"v":0,"d":"0.00"}]
["403-4","附属结构钢筋"]
["     -a","光圆钢筋（HPB300）","kg",84.1,null,{"v":0,"d":"0.00"}]
["     -b","带肋钢筋（HRB400）","kg",8299.8,null,{"v":0,"d":"0.00"}]
["     -c","冷轧带肋钢筋网(HPB300)","kg",{"v":1584,"d":"1584.0"},null,{"v":0,"d":"0.00"}]
["404-1","干处挖土方","m3",{"v":99,"d":"99.0"},null,{"v":0,"d":"0.00"}]
["404-2","填土方","m3",{"v":44,"d":"44.0"},null,{"v":0,"d":"0.00"}]
["404-3","干处挖石方","m3"]
["404-4","水下挖石方","m3"]
["405-1","钻孔灌注桩(φ=1.2m)","m",{"v":80,"d":"80.0"},null,{"v":0,"d":"0.00"}]
["410-1","混凝土基础（包括支撑梁、桩基承台，但不包括桩基）","m3"]
["     -a"," C20片石混凝土","m3"]
["410-2","混凝土下部结构","m3"]
["     -a","C20片石混凝土","m3"]
["     -b","C30混凝土","m3",46.5,null,{"v":0,"d":"0.00"}]
["     -c","C40混凝土","m3"]
["410-4","预制混凝土上部结构","m3"]
["     -a","C40混凝土","m3",{"v":2,"d":"2.0"},null,{"v":0,"d":"0.00"}]
["     -b","C50混凝土","m3",47.3,null,{"v":0,"d":"0.00"}]
["410-5","上部结构现浇整体化混凝土","m3"]
["     -a","C50混凝土","m3",18.1,null,{"v":0,"d":"0.00"}]
["410-6","现浇混凝土附属结构","m3"]
["     -a","C30混凝土","m3",9.6,null,{"v":0,"d":"0.00"}]
["     -b","C50环氧树脂混凝土","m3",2.5,null,{"v":0,"d":"0.00"}]
["410-7","预制混凝土附属结构","m3"]
["     -a","C30混凝土","m3",29.2,null,{"v":0,"d":"0.00"}]
["411-5","后张法预应力钢绞线","kg",{"v":1341,"d":"1341.0"},null,{"v":0,"d":"0.00"}]
["413-1","浆砌片石"]
["     -a","M10浆砌片石","m3",217.4,null,{"v":0,"d":"0.00"}]
["413-2","砂砾垫层","m3",31.8,null,{"v":0,"d":"0.00"}]
["413-3","水泥砂浆"]
["     -a"," M15砂浆","m3",0.2,null,{"v":0,"d":"0.00"}]
["415-1","沥青混凝土桥面铺装（厚80mm）","m2",{"v":114,"d":"114.0"},null,{"v":0,"d":"0.00"}]
["415-3","防水层（三涂FYT-1改进型）","m2",{"v":127,"d":"127.0"},null,{"v":0,"d":"0.00"}]
["416-1","板式橡胶支座(GYZ为圆形支座）","个"]
["     -a"," GYZ 200×35(NR)","个",{"v":28,"d":"28.0"},null,{"v":0,"d":"0.00"}]
["     -b"," GYZ 250×42(NR)","个"]
["417-2","橡胶伸缩装置","m"]
["     -a"," C40型","m",20.2,null,{"v":0,"d":"0.00"}]
["419-2","钢筋混凝土盖板涵(1.5m×1.5m)","m",512.3,null,{"v":0,"d":"0.00"}]
["419-4","钢筋混凝土盖板通道涵(2.0m×2.0m)","m",{"v":12,"d":"12.0"},null,{"v":0,"d":"0.00"}]
["419-5","钢筋混凝土箱形通道涵(3.0m×2.0m)","m",{"v":25,"d":"25.0"},null,{"v":0,"d":"0.00"}]
["419-6","钢筋混凝土盖板通道涵(3.0m×2.5m)","m",12.6,null,{"v":0,"d":"0.00"}]
["419-7","钢筋混凝土箱形通道涵(4.0m×3.0m)","m",12.5,null,{"v":0,"d":"0.00"}]
[]
[]
["清单  第400章合计                   人民币      元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段    第2合同段"]
["清 单   第600章    安全设施及预埋管线"]
["子目号  ","子 目 名 称","单位","数量","单价","合价"]
[]
["602-1","混凝土护栏"]
["–a","土路肩段混凝土护栏 RrF-SB-E1","m",650,null,{"v":0,"d":"0.00"}]
["–b","挡墙段混凝土护栏 RrF-SB-E2","m",370,null,{"v":0,"d":"0.00"}]
["602-2","单面波形梁钢护栏"]
["–a","路侧A级波形梁护栏 Gr-A-4E","m",5680,null,{"v":0,"d":"0.00"}]
["–b","路侧A级波形梁护栏 Gr-A-2E","m",982,null,{"v":0,"d":"0.00"}]
["–c","路侧A级波形梁护栏 Gr-A-2C","m",2498,null,{"v":0,"d":"0.00"}]
["602-5","波形梁钢护栏起、终端头"]
["–a","D-Ⅰ分设型圆头式端头","个",63,null,{"v":0,"d":"0.00"}]
["–b","外展地锚式端头","个",18,null,{"v":0,"d":"0.00"}]
["–c","与混凝土护栏连接部端头","个",5,null,{"v":0,"d":"0.00"}]
["602-7","混凝土基础"]
["–a","填挖方结合部现浇C20混凝土基础（500×900×2000mm）","m³",{"v":16.2,"d":"16.20"},null,{"v":0,"d":"0.00"}]
["–b","高低填方结合部现浇C20混凝土基础（φ600×900mm）","m³",18.87,null,{"v":0,"d":"0.00"}]
["–c","高低填方结合部现浇C20混凝土基础（φ600×1200mm）","m³",12.58,null,{"v":0,"d":"0.00"}]
["–d","挡墙段波形梁护栏现浇C20混凝土基础","m³","1099",null,{"v":0,"d":"0.00"}]
["–e","混凝土护栏现浇C20混凝土基础","m³",1122,null,{"v":0,"d":"0.00"}]
["602-8","拆除护栏"]
["–a","波形梁护栏","m",302,null,{"v":0,"d":"0.00"}]
["–b","混凝土护栏","m",69,null,{"v":0,"d":"0.00"}]
["604-1","单柱式交通标志"]
["–a","△900mm(焊接钢管立柱φ114×5mm)","个",22,null,{"v":0,"d":"0.00"}]
["–b","φ800mm(焊接钢管立柱φ114×5mm)","个",12,null,{"v":0,"d":"0.00"}]
["–c","八角形740mm(焊接钢管立柱φ114×5mm)","个",1,null,{"v":0,"d":"0.00"}]
["–d","1000×900mm(焊接钢管立柱φ114×5mm)","个",14,null,{"v":0,"d":"0.00"}]
["–e","600×400mm(焊接钢管立柱φ60×4mm)","个",150,null,{"v":0,"d":"0.00"}]
["–f","△900mm+400×1000mm(焊接钢管立柱φ114×5mm)","个",17,null,{"v":0,"d":"0.00"}]
["–g","φ800mm+φ800mm(焊接钢管立柱φ114×5mm)","个",2,null,{"v":0,"d":"0.00"}]
["–h","φ800mm+φ800mm+φ800mm(焊接钢管立柱φ114×5mm)","个",7,null,{"v":0,"d":"0.00"}]
["604-5","单悬臂式交通标志"]
["–a","1260mm×2300mm（无缝钢管立柱φ273×14mm）","个",2,null,{"v":0,"d":"0.00"}]
["–b","2000mm×3500mm（无缝钢管立柱φ273×14mm）",null,5,null,{"v":0,"d":"0.00"}]
["–e","2500mm×3900mm（无缝钢管立柱φ325×12mm）","个",3,null,{"v":0,"d":"0.00"}]
["604-7","附着式交通标志"]
["–a","600mm×400mm（焊接钢管立柱φ60×4mm）","个",70,null,{"v":0,"d":"0.00"}]
["–b","320mm×520mm（黏贴于桥头混凝土护栏）","个",2,null,{"v":0,"d":"0.00"}]
["–c","250mm×400mm（黏贴于混凝土护栏迎车面）","个",182,null,{"v":0,"d":"0.00"}]
["604-8","里程碑"]
["–a","预制C25混凝土150×500×1200mm","个",14,null,{"v":0,"d":"0.00"}]
["604-9","公路界碑"]
["–a","预制C25混凝土150×150×1200mm","个",351,null,{"v":0,"d":"0.00"}]
["604-10","百米桩"]
["–a","预制C25混凝土200×200×340mm","个",125,null,{"v":0,"d":"0.00"}]
["604-11","防滑快"]
["–a","预制C25混凝土100×150×550mm","个","18634",null,{"v":0,"d":"0.00"}]
["604-12","道口标柱"]
["–a","φ12×120cm无缝钢管","根",88,null,{"v":0,"d":"0.00"}]
["604-13","凸面镜"]
["–a","φ600mm凸面镜","个",16,null,{"v":0,"d":"0.00"}]
["605-1","热熔型涂料路面标线"]
["–a","白色热熔反光型标线","㎡",5374,null,{"v":0,"d":"0.00"}]
["–b","黄色热熔反光型标线","㎡","3158",null,{"v":0,"d":"0.00"}]
["–c","黄色热熔突起型减速标线","㎡","353",null,{"v":0,"d":"0.00"}]
["605-5","突起路标"]
["–a","双面定向反光型突起路标（白色）","个",3080,null,{"v":0,"d":"0.00"}]
["–a","双面定向反光型突起路标（黄色）","个",1540,null,{"v":0,"d":"0.00"}]
["605-6","轮廓标"]
["–a","附着于波形梁护栏上的轮廓标 De-Rb-At1","个",730,null,{"v":0,"d":"0.00"}]
["–b","附着于混凝土护栏上的轮廓标 De-Rb-At2","个",83,null,{"v":0,"d":"0.00"}]
["–c","柱式轮廓标 De-Rb-C","个",1113,null,{"v":0,"d":"0.00"}]
["605-7","立面标记"]
["–b","混凝土护栏上的立面标记","m2",288,null,{"v":0,"d":"0.00"}]
[]
[]
["　清单  第600章合计    人民币    元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                     第2合同段"]
["清 单   第700章    绿化及环境保护设施"]
["子目号  ","子目 名 称","单位","数量","单价","合价"]
[]
["702-1","开挖并铺设表土","m3",2593,null,{"v":0,"d":"0.00"}]
["702-2","铺设利用的表土","m3"]
["703-1","撒播草种","m2",1880,null,{"v":0,"d":"0.00"}]
["704-1","人工种植乔木"]
["-a","毛白杨","棵",17276,null,{"v":0,"d":"0.00"}]
[]
[]
[]
[]
[]
["　清单  第700章合计    人民币  元",null,{"v":0,"d":"0.00"}]

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[]
["工程量清单汇总表"]
[]
["S216河洋大桥至普安公路改扩建工程龙吟至普安段                    第2合同段"]
["序号","清 单 章 次","科  目  名  称","金额（元）"]
[1,100,"总则",{"v":0,"d":"0.00"}]
[2,200,"路基",{"v":0,"d":"0.00"}]
[3,300,"路面",{"v":0,"d":"0.00"}]
[4,400,"桥涵  ",{"v":0,"d":"0.00"}]
[5,500,"隧道",{"v":0,"d":"0.00"}]
[6,600," 安全设施及预埋管线",{"v":0,"d":"0.00"}]
[7,700,"绿化及环境保护设施",{"v":0,"d":"0.00"}]
[8,"第100章至700章  清单合计",null,{"v":0,"d":"0.00"}]
[9,"投标价  9=8",null,{"v":0,"d":"0.00"}]