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[" G246安龙小湾至天生桥公路改扩建工程（K0+000~K17+967.868段）"]
[]
["施工招标文件"]
[]
["第5章"]
["工 程 量 清 单"]
[]
[]
[]
[]
["二O一六年四月"]

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["A．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、贵州省及贵阳市的现行法律、法令和条例的规定，在工程量清单第100章中的营业税及其附加税项下，以清单第100章至第700章小计（不计营业税及其附加税、保险费）为基数，按3.41%计列,由承包人自行缴纳。本合同工程发生的其它税金和应交纳的其它费用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．对于符合要求的投标文件，在签订合同协议书前，如发现工程量清单中有计算方面的算术性差错，应按投标人须知7.4.3款及评标办法3.1.3款规定予以修正。"]
["    11．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。"]
["    12．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。"]
["    13．在工程量清单中标明的暂定金额，除合同另有规定外，应由监理工程师按合同条款相关规定，结合工程具体情况，报经业主批准后指令全部或部分地使用，或者根本不予动用。"]
["    14．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。"]
["    15．工程量清单中各项金额均以人民币(元)结算。"]
["    16．以下工程为固定单价，不作为竞争性报价。"]
["    征地拆迁界线放样：3000元/km；界线开挖、画线：1.5元/m；公路界碑：96元/块；计支宝软件：30000元。"]
["    17．投标人应按业主公布的投标控制价上限的1.5％计算本工程的安全生产费用，该笔费用计入100章102-3节中。"]
["    18.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"]
["合同编号：K0+000~K17+967.868段",null,null,"  货币单位：人民币元"]
["清单    第100章   总 则"]
["细目号","细目名称","单位","数量","单价","合价"]
["101-1","保险费(暂定金额)"]
["101-1-a","按合同条款规定,提供建筑工程一切险 (暂定金额)","总额",1,null,{"v":0,"d":"0.00"}]
["101-1-b","按合同条款规定,提供第三方责任险(暂定金额)","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","安全生产费用","总额",1,null,{"v":0,"d":"0.00"}]
["102-4","工程管理软件(暂定金额)"]
["102-4-a","支护宝","总额",1,{"v":30000,"d":"30000.00"},{"v":30000,"d":"30000.00"}]
["103-1","临时便道便桥修建、养护与拆除(包括原道路的养护费)"]
["103-1-a","临时便道的修建与养护","Km",0.076,null,{"v":0,"d":"0.00"}]
["103-1-b","临时便桥","m",12,null,{"v":0,"d":"0.00"}]
["103-1-c","隧道临时便道工程（M7.5浆砌片石）","m3",1125.2,null,{"v":0,"d":"0.00"}]
["103-1-d","隧道临时便道工程（开挖石方）","m3",37315.2,null,{"v":0,"d":"0.00"}]
["103-1-e","隧道临时便道工程（路面）","m2",16535,null,{"v":0,"d":"0.00"}]
["103-3","临时供电设施（包括设施架设、拆除与维修）"]
["103-3-a","临时电力线路","Km",9,null,{"v":0,"d":"0.00"}]
["103-4","电讯设施的提供、维修与拆除"]
["103-4-a","临时电讯线路","Km",7,null,{"v":0,"d":"0.00"}]
["104-1","承包人驻地建设"]
["104-1-a","拌和设备安拆费","座",3,null,{"v":0,"d":"0.00"}]
["104-1-b","平整场地","m2",1300,null,{"v":0,"d":"0.00"}]
["104-1-b","交通工程","Km",17.9,null,{"v":0,"d":"0.00"}]
["105-1","征地拆迁界线放样、界线开挖、画线"]
["105-1-a","征地拆迁界线放样","km",17.9,{"v":3000,"d":"3000.00"},{"v":53699.99999999999,"d":"53700.00"}]
["105-1-c","界线开挖、画线","m",35802,{"v":1.5,"d":"1.50"},{"v":53703,"d":"53703.00"}]
["清单100章   合  计        ",null,null,"人民币元",null,{"v":137403,"d":"137403.00"}]

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["工 程 量 清 单"]
["合同编号：K0+000~K17+967.868段",{"$nulls":3},"  货币单位：人民币元"]
["清单    第200章   路 基"]
["细目号","细目名称","单位","数量","单价","合价"]
["202-1","清理与掘除"]
["202-1-a","耕地填前压实","m2",{"v":10120,"d":"10120.00"},null,{"v":0,"d":"0.00"}]
["202-1-b","伐树、挖根、除草","棵",{"v":3874,"d":"3874.00"},null,{"v":0,"d":"0.00"}]
["202-3","拆除结构物"]
["202-3-a","钢筋砼构物","m3",2000.95,null,{"v":0,"d":"0.00"}]
["202-3-b","混凝土结构","m3",{"v":60.8,"d":"60.80"},null,{"v":0,"d":"0.00"}]
["202-3-c","砖、石及其他砌体","m3",{"v":1725.9,"d":"1725.90"},null,{"v":0,"d":"0.00"}]
["202-3-d","波形护栏","m",{"v":699,"d":"699.00"},null,{"v":0,"d":"0.00"}]
["203-1","路基挖方"]
["203-1-a","挖土石方","m3",{"v":290548,"d":"290548.00"},null,{"v":0,"d":"0.00"}]
["203-1-d","弃方","m3",{"v":100863,"d":"100863.00"},null,{"v":0,"d":"0.00"}]
["204-1","路基填筑（包括填前压实）"]
["204-1-a","利用土石方填筑","m3",{"v":214502,"d":"214502.00"},null,{"v":0,"d":"0.00"}]
["204-1-g","挡墙回填","m3",{"v":14324,"d":"14324.00"},null,{"v":0,"d":"0.00"}]
["205-1","软土地基处理"]
["205-1-a","挖除淤泥","m3",{"v":1200,"d":"1200.00"},null,{"v":0,"d":"0.00"}]
["205-1-b","砂垫层、砾（碎石）垫层","m3",{"v":240,"d":"240.00"},null,{"v":0,"d":"0.00"}]
["205-2","老路帮宽路基"]
["205-2-a","土工布处理","m2",{"v":550,"d":"550.00"},null,{"v":0,"d":"0.00"}]
["205-2-b","碎（砾）石垫层","m3",{"v":1804,"d":"1804.00"},null,{"v":0,"d":"0.00"}]
["207-1","边沟"]
["207-1-a","M7.5砂浆砌片石","m3",14987.58,null,{"v":0,"d":"0.00"}]
["207-1-e","C30混凝土（不分预制现浇）","m3",488.37,null,{"v":0,"d":"0.00"}]
["207-1-f","钢筋(不分规格)","kg",78631.19,null,{"v":0,"d":"0.00"}]
["207-2","排水沟"]
["207-2-a","M7.5砂浆砌片石","m3",1012.87,null,{"v":0,"d":"0.00"}]
["207-3","截水沟"]
["207-3-a","M7.5砂浆砌片石","m3",{"v":431.2,"d":"431.20"},null,{"v":0,"d":"0.00"}]
["207-4","急流槽、跌水槽"]
["207-4-a","M7.5砂浆砌片石","m3",46.95,null,{"v":0,"d":"0.00"}]
["207-5","路基盲沟…mm×…mm"]
["207-5-b","路基盲沟(500mm×500mm)","m",{"v":104,"d":"104.00"},null,{"v":0,"d":"0.00"}]
["207-6","涵洞上下游改沟、铺砌"]
["207-6-a","M7.5砂浆砌片石","m3",{"v":191.5,"d":"191.50"},null,{"v":0,"d":"0.00"}]
["208-2","干砌片石护坡","m3",{"v":1737,"d":"1737.00"},null,{"v":0,"d":"0.00"}]
["208-3","浆砌片石护坡"]
["208-3-b","M7.5浆砌片（块）石骨架护坡","m3",{"v":8791.8,"d":"8791.80"},null,{"v":0,"d":"0.00"}]
["208-5","护面墙"]
["208-5-a","M7.5浆砌片（块）石","m3",{"v":9561,"d":"9561.00"},null,{"v":0,"d":"0.00"}]
["208-5-b","C20混凝土饰边","m3",{"v":381.3,"d":"381.30"},null,{"v":0,"d":"0.00"}]
["209-1","浆砌挡土墙"]
["209-1-a","浆砌片（块）石挡土墙","m3",{"v":51149.9,"d":"51149.90"},null,{"v":0,"d":"0.00"}]
["209-3","混凝土挡土墙"]
["209-3-b","C20片石混凝土","m3",9072.06,null,{"v":0,"d":"0.00"}]
["212-5","喷射混凝土和喷浆边坡防护"]
["212-5-a","柔性防护网(主动、被动）","m2",9000.59,null,{"v":0,"d":"0.00"}]
["清单200章   合  计        ",null,null,"人民币元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["合同编号：K0+000~K17+967.868段",{"$nulls":3},"  货币单位：人民币元"]
["清单    第300章   路 面"]
["细目号","细目名称","单位","数量","单价","合价"]
["306-1","级配碎石-底基层"]
["306-1-a","压实厚度15cm","m2",154007.18,null,{"v":0,"d":"0.00"}]
["306-1-d","压实厚度20cm","m2",{"v":4911,"d":"4911.00"},null,{"v":0,"d":"0.00"}]
["306-10","水泥稳定碎石-基层"]
["306-10-c","压实厚度20cm","m2",5135.18,null,{"v":0,"d":"0.00"}]
["306-10-e","压实厚度33cm","m2",{"v":153783,"d":"153783.00"},null,{"v":0,"d":"0.00"}]
["308-1","透层","m2",158918.18,null,{"v":0,"d":"0.00"}]
["308-2","粘层","m2",{"v":153783,"d":"153783.00"},null,{"v":0,"d":"0.00"}]
["309-1","细粒式沥青混凝土"]
["3091-c","厚4cm","m2",{"v":153783,"d":"153783.00"},null,{"v":0,"d":"0.00"}]
["309-2","中粒式沥青混凝土"]
["309-2-a","厚4cm","m2",5135.18,null,{"v":0,"d":"0.00"}]
["309-2-b","厚5cm","m2",{"v":153783,"d":"153783.00"},null,{"v":0,"d":"0.00"}]
["310-2","封层","m2",158918.18,null,{"v":0,"d":"0.00"}]
["313-3","现浇混凝土加固路肩"]
["313-3-c","C25混凝土","m3",{"v":4329.056,"d":"4329.06"},null,{"v":0,"d":"0.00"}]
["清单300章   合  计        ",null,null,"人民币元",null,{"v":0,"d":"0.00"}]

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["工 程 量 清 单"]
["合同编号：K0+000~K17+967.868段",null,null,"  货币单位：人民币元"]
["清单    第400章   桥梁、涵洞"]
["细目号","细目名称","单位","数量","单价","合价"]
["419-3","排水管","m",null,null,{"v":0,"d":"0.00"}]
["419-3-a","钢波纹管涵Φ1.5m","m",{"v":23.7,"d":"23.70"},null,{"v":0,"d":"0.00"}]
["419-3-b","钢波纹管涵Φ2.5m","m",{"v":30,"d":"30.00"},null,{"v":0,"d":"0.00"}]
["419-3-c","钢波纹管涵Φ3.0m","m",{"v":20.9,"d":"20.90"},null,{"v":0,"d":"0.00"}]
["420-1","盖板涵",{"$nulls":3},{"v":0,"d":"0.00"}]
["420-1-1","挖基土石方（不分水上水下，不分土石）","m3",{"v":5779,"d":"5779.00"},null,{"v":0,"d":"0.00"}]
["420-1-2","基底处理",{"$nulls":3},{"v":0,"d":"0.00"}]
["420-1-2-b","换填碎石","m3",{"v":785,"d":"785.00"},null,{"v":0,"d":"0.00"}]
["420-1-3","基础(含八（一）字墙基础、跌井基础、锥坡基础、涵底、洞身及洞口铺砌等)",{"$nulls":3},{"v":0,"d":"0.00"}]
["420-1-3-a","M7.5浆砌片（块）石","m3",{"v":262.8,"d":"262.80"},null,{"v":0,"d":"0.00"}]
["420-1-3-b","C20片石混凝土","m3",{"v":1566.7,"d":"1566.70"},null,{"v":0,"d":"0.00"}]
["420-1-4","涵台(含台身、侧墙、八字墙、一字墙、跌井、锥坡护坡、帽石等)",{"$nulls":3},{"v":0,"d":"0.00"}]
["420-1-4-a","M7.5浆砌片（块）石","m3",{"v":891.1,"d":"891.10"},null,{"v":0,"d":"0.00"}]
["420-1-4-d","C20片石混凝土","m3",{"v":1423.9,"d":"1423.90"},null,{"v":0,"d":"0.00"}]
["420-1-4-g","防水层","m2",{"v":4273.3,"d":"4273.30"},null,{"v":0,"d":"0.00"}]
["420-1-5","盖板、拱圈（不分预制、现浇）",{"$nulls":3},{"v":0,"d":"0.00"}]
["420-1-5-b","C30混凝土","m3",{"v":570.9,"d":"570.90"},null,{"v":0,"d":"0.00"}]
["420-1-5-d","带肋钢筋（HRB335、HRB400）","kg",{"v":64226,"d":"64226.00"},null,{"v":0,"d":"0.00"}]
[null,"永和小桥(1-10m钢筋混凝土空心板)原桥改造利用","m",{"v":19,"d":"19.00"},null,{"v":0,"d":"0.00"}]
["403-2","下部结构钢筋（HRB400）",{"$nulls":3},{"v":0,"d":"0.00"}]
["403-2-a","台帽钢筋","kg",{"v":2014,"d":"2014.00"},null,{"v":0,"d":"0.00"}]
["403-3","上部结构钢筋",{"$nulls":3},{"v":0,"d":"0.00"}]
["403-3-a","整体实心板、桥面铺装钢筋（HRB400）","kg",{"v":21897,"d":"21897.00"},null,{"v":0,"d":"0.00"}]
["403-3-b","伸缩缝钢筋（HPB400）","kg",{"v":1270,"d":"1270.00"},null,{"v":0,"d":"0.00"}]
["403-3-c","460x360x30钢板","kg",{"v":3227,"d":"3227.00"},null,{"v":0,"d":"0.00"}]
["403-4","附属结构钢筋",{"$nulls":3},{"v":0,"d":"0.00"}]
["403-4-a","垫石、防撞护栏钢筋（HRB400）","kg",{"v":4311,"d":"4311.00"},null,{"v":0,"d":"0.00"}]
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["504-3-f","带肋钢筋","kg",{"v":16131.599999999999,"d":"16131.60"},null,{"v":0,"d":"0.00"}]
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