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[" G552望谟至册亨公路改扩建工程第一合同段 "]
[]
[]
[]
["工 程 量 清 单"]
[]
[]
[]
[]
[]
[]
["二○一六年 六 月  "]

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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。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。"]
[]
["2.投标报价说明"]
["    2.1工程量清单中的每一子目须填入单价或价格，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费用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、折卸、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。"]
["    2.6安全生产费为投标上限价的1．5%计算。"]
["    2.7工程量清单中各项金额均以人民币（元）结算。"]
[]
["3.其他说明"]
["    3.1按国家、贵州省及黔西南州的现行法律、法令和条例的规定，税及其附加税项,均应含入清单各子目报价中，并由承包人自行缴纳。"]
["    3.2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子目，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，所投其它保险的保险费均由承包人承担并支付，不在报价中单列。"]
["    3.3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，应按招标文件规定予以修正。"]
["    3.4 业主保留要求澄清或修改不平衡报价的权利。"]
["    3.5 观景台建设固定费用70万元不参加竞争性报价。"]

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["103-1","临地道路修建、养护与拆除(包括原道路的养护费)","总 额",{"v":1,"d":"1.00"},null,{"v":0,"d":"0.00"}]
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["清单    第200章   路 基"]
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["202-1-1","清理现场","m2",{"v":450200,"d":"450200.00"},null,{"v":0,"d":"0.00"}]
["202-1-2","砍伐树木","棵",{"v":19064,"d":"19064.00"},null,{"v":0,"d":"0.00"}]
["202-1-3","挖除树根","棵",{"v":19064,"d":"19064.00"},null,{"v":0,"d":"0.00"}]
["202-1-4","耕地填前填前清除表土","m3",{"v":7226,"d":"7226.00"},null,{"v":0,"d":"0.00"}]
["202-2","挖除旧路面","m2"]
["202-2-1","水泥混凝土路面","m2"]
["202-2-2","沥青混凝土路面","m2"]
["202-2-3","碎石路面","m2"]
["202-3","拆除结构物"]
["202-3-1","钢筋混凝土结构","m3",{"v":212,"d":"212.00"},null,{"v":0,"d":"0.00"}]
["202-3-2","砖、石及其他砌体结构","m3",{"v":82,"d":"82.00"},null,{"v":0,"d":"0.00"}]
["203-1","路基挖方"]
["203-1-1","挖土方","m3",{"v":397903,"d":"397903.00"},null,{"v":0,"d":"0.00"}]
["203-1-2","挖石方","m3",{"v":798877,"d":"798877.00"},null,{"v":0,"d":"0.00"}]
["203-1-3","挖除非适用材料","m3"]
["203-1-4","控制爆破","m3",{"v":9181.2,"d":"9181.20"},null,{"v":0,"d":"0.00"}]
["203-2","改河、改渠、改路挖方"]
["203-2-1","挖土方","m3",{"v":5831.8,"d":"5831.80"},null,{"v":0,"d":"0.00"}]
["203-2-2","挖石方","m3",{"v":299.5,"d":"299.50"},null,{"v":0,"d":"0.00"}]
["203-3","弃方运输"]
["203-3-1","土、石方运输","m3",{"v":760223,"d":"760223.00"},null,{"v":0,"d":"0.00"}]
["204-1","路基填筑(包括填前压实)","m3"]
["204-1-1","换填土","m3"]
["204-1-2","利用土方","m3",{"v":117410,"d":"117410.00"},null,{"v":0,"d":"0.00"}]
["204-1-3","利用石方","m3",{"v":238120,"d":"238120.00"},null,{"v":0,"d":"0.00"}]
["204-2","改路、改河、改渠填筑"]
["204-2-1","利用土方","m3"]
["204-2-2","利用石方","m3"]
["204-2-3","借土填筑","m3"]
["205-1","软土地基处理"]
["205-1-1","挖淤泥换填石方","m3",{"v":1875,"d":"1875.00"},null,{"v":0,"d":"0.00"}]
["205-1-2","低填浅挖路基","m3",{"v":160,"d":"160.00"},null,{"v":0,"d":"0.00"}]
["205-1-3","桥头路基处理","处",{"v":2,"d":"2.00"},null,{"v":0,"d":"0.00"}]
["205-1-4","陡坡路堤及填挖交界处理","m2",{"v":38080,"d":"38080.00"},null,{"v":0,"d":"0.00"}]
["205-1-5","强夯处理","m3",{"v":22020,"d":"22020.00"},null,{"v":0,"d":"0.00"}]
["205-1-6","塑料排水管","m"]
["205-1-7","碎石桩","m"]
["205-1-8","砂桩","m"]
["205-1-9","土工格栅","m2"]
["205-1-10","土工布","m2",{"v":5452,"d":"5452.00"},null,{"v":0,"d":"0.00"}]
["205-2","滑坡处理"," m3"]
["205-3","岩溶洞回填"," m3"]
["205-4","膨胀土处理"]
["205-4-1","厚…mm","m2"]
["205-5","黄土处理"]
["205-5-1","陷穴","m3"]
["205-5-2","湿陷性黄土","m2"]
["206-6","盐渍土处理"]
["206-6-1","厚…mm","m2"]
["206-1","路基整修与维护","Km",21.78,null,{"v":0,"d":"0.00"}]
["207-1","浆砌片石边沟"]
["207-1-1","M7.5浆砌片石边沟","m3",{"v":15597.5,"d":"15597.50"},null,{"v":0,"d":"0.00"}]
["207-1-2","C30混凝土边沟盖板","m3",99.32,null,{"v":0,"d":"0.00"}]
["207-1-3","盖板钢筋","kg",{"v":5280,"d":"5280.00"},null,{"v":0,"d":"0.00"}]
["207-1-4","C25边沟混凝土","m3",{"v":230.6,"d":"230.60"},null,{"v":0,"d":"0.00"}]
["207-1-2","砌预制混凝土块"]
["207-1-2-1","C15级预制混凝土块边沟","m3"]
["207-1-2-2","C20级预制混凝土块边沟","m3"]
["207-1-3","C20混凝土彩色防滑块","块",{"v":4205,"d":"4205.000"},null,{"v":0,"d":"0.00"}]
["207-2","排水沟"]
["207-2-1","浆砌片石"]
["207-2-1-1","M5级浆砌片石排水沟","m3"]
["207-2-1-2","M7.5级浆砌片石排水沟","m3",{"v":4579,"d":"4579.00"},null,{"v":0,"d":"0.00"}]
["207-2-2","砌预制混凝土块"]
["207-2-3","现浇混凝土","m3"]
["207-3","截水沟"]
["207-3-1","M7.5级浆砌片石截水沟","m3"]
["207-3-2","M10级水泥砂浆沟底抹面（厚2cm）","m2"]
["207-4","急流槽"]
["207-4-1","M7.5级浆砌片石急流槽","m3"]
["207-4-2","C20砼","m3"]
["207-5","…㎜×…㎜路基盲沟","m"]
["207-6","涵洞上下游改沟、改水渠铺砌","m3"]
["207-7","现浇混凝土坡面排水结构物","m3"]
["208-1","植物护坡"]
["208-1-1","种草","m2"]
["208-1-2","三维植被网护坡","m2"]
["208-1-3","客土喷播护坡","m2"]
["208-2","干砌片石","m3"]
["208-3","浆砌片石护坡"]
["208-3-1","拱形护坡"]
["208-3-1-1","衬砌拱护坡：M7.5级浆砌片石","m3",{"v":3373.8,"d":"3373.80"},null,{"v":0,"d":"0.00"}]
["208-3-1-2","衬砌拱护坡：C25砼预制块","m3",460.87,null,{"v":0,"d":"0.00"}]
["208-3-1-3","喷播灌木育苗基质","m2",{"v":24645,"d":"24645.00"},null,{"v":0,"d":"0.00"}]
["208-3-1-5","土工格栅","m2"]
["208-3-2","方格护坡","m3"]
["208-3-3","浆砌片石护肩","m3"]
["208-3-4","浆砌片石护坡","m3"]
["208-4","预制混凝土块护坡"]
["208-4-1","预制空心砖护坡","㎡"]
["208-4-2","拱形骨架护坡","㎡"]
["208-4-3","方格护坡","㎡"]
["208-4-4","混凝土护肩","m2"]
["208-5","护面墙"]
["208-5-1","M7.5浆砌片石菱形护面墙","m3",{"v":1574,"d":"1574.00"},null,{"v":0,"d":"0.00"}]
["208-5-2","M7.5浆砌片石实体护面墙","m3",{"v":30527,"d":"30527.00"},null,{"v":0,"d":"0.00"}]
["208-5-3","C20混凝土","m3",{"v":6,"d":"6.00"},null,{"v":0,"d":"0.00"}]
["208-5-4","喷播灌木育苗基质","m2",{"v":31219,"d":"31219.00"},null,{"v":0,"d":"0.00"}]
["208-6","封面","m2"]
["208-7","捶面","m2"]
["208-8","拱形骨架护坡及主动防护网","",""]
["208-8-1","C20片石混凝土","m3",{"v":4468,"d":"4468.00"},null,{"v":0,"d":"0.00"}]
["208-8-2","C25砼预制块","m3",{"v":2143,"d":"2143.00"},null,{"v":0,"d":"0.00"}]
["208-8-3","喷播灌木育苗基质","m2",{"v":22907,"d":"22907.00"},null,{"v":0,"d":"0.00"}]
["208-8-4","主动防护网","m2",{"v":23941,"d":"23941.00"},null,{"v":0,"d":"0.00"}]
["208-8-5","被动防护网","m2",{"v":775,"d":"775.00"},null,{"v":0,"d":"0.00"}]
["208-8-5",null,"t"]
["208-9","棱形窗式护坡"]
["208-9-1","M7.5浆砌片石","m3"]
["208-9-2","C20预制混凝土","m3"]
["208-10","框架锚杆护坡"]
["208-10-1","锚杆（不分规格）","kg",{"v":204422,"d":"204422.00"},null,{"v":0,"d":"0.00"}]
["208-10-2","钢筋（不分规格）","kg",{"v":205361,"d":"205361.00"},null,{"v":0,"d":"0.00"}]
["208-10-3","C25砼框架梁等","m3",{"v":3280,"d":"3280.00"},null,{"v":0,"d":"0.00"}]
["208-10-4","喷播灌木育苗基质","m2",{"v":15308,"d":"15308.00"},null,{"v":0,"d":"0.00"}]
["208-11","框架锚索"]
["208-11-1","钢绞线（不分规格）","kg",{"v":18074,"d":"18074.00"},null,{"v":0,"d":"0.00"}]
["208-11-1","钢筋（不分规格）","kg",{"v":101669,"d":"101669.00"},null,{"v":0,"d":"0.00"}]
["208-11-2","C30砼框架梁","m3",745.94,null,{"v":0,"d":"0.00"}]
["208-11-3","C30封锚","m3",{"v":45.6,"d":"45.60"},null,{"v":0,"d":"0.00"}]
["209-1","砌体挡土墙"]
["209-1-1-1","M7.5浆砌片、（块）石挡土墙","m3",{"v":112129.1,"d":"112129.10"},null,{"v":0,"d":"0.00"}]
["209-1-2","浆砌混凝土块","m3"]
["209-1-3","浆砌料石","m3"]
["209-2","干砌挡土墙"]
["209-2-1","片（块）石","m3",{"v":2106,"d":"2106.00"},null,{"v":0,"d":"0.00"}]
["209-2-2","砂砾垫层","m3"]
["209-3","混凝土挡墙"]
["209-3-1","C15混凝土","m3"]
["209-3-2","C20片石混凝土墙身","m3",32901.88,null,{"v":0,"d":"0.00"}]
["209-3-3","C25混凝土基础","m3"]
["209-3-4","钢筋","kg"]
["210-1","锚杆挡土墙"]
["210-1-1","C30砼框架梁","m3"]
["210-1-2","锚杆","kg"]
["210-1-3","钢筋","kg"]
["211-1","加筋挡土墙"]
["211-1-1","浆砌片石基础","m3"]
["211-1-2","混凝土基础","m3"]
["211-1-3","混凝土帽石","m3"]
["211-1-4","混凝土墙面板","m3"]
["211-1-5","钢筋混凝土带","m3"]
["211-1-6","聚丙烯土工带","㎏"]
["212-1","挂网土工格栅喷浆防护坡"]
["212-1-1","厚…㎜喷浆防护边坡","㎡"]
["212-1-2","铁丝网","㎏"]
["212-1-3","土工格栅","㎡"]
["212-1-4","锚杆","m"]
["212-2","挂网锚喷混凝土防护边坡（全坡面）"]
["212-2-1","C20喷射混凝土","㎡",{"v":1697,"d":"1697.00"},null,{"v":0,"d":"0.00"}]
["212-2-2","钢筋网（不分规格）","kg",{"v":7016,"d":"7016.00"},null,{"v":0,"d":"0.00"}]
["212-2-3","锚杆（不分规格）","kg",{"v":9965,"d":"9965.00"},null,{"v":0,"d":"0.00"}]
["212-3","坡面防护"]
["212-3-1","喷射混凝土（厚…㎜）","㎡"]
["212-3-2","喷射水泥砂浆（厚…㎜）","㎡"]
["212-4","植生混凝土防护边坡"]
["212-4-1","厚…mm","㎡"]
["212-5","植生混合料防护边坡"]
["212-5-1","厚…mm","㎡"]
["213-1","预应力锚索（钢绞线规格）","m"]
["213-2","混凝土锚固板（C…）","m3"]
["213-3","混凝土锚梁（C...）","m3"]
["214-1","混凝土抗滑桩"]
["214-1-1","…m×…m，…级混凝土抗滑桩","m"]
["214-1-2","…m×…m，…级混凝土抗滑桩","m"]
["214-1-3","光圆钢筋（Ⅰ级）","kg"]
["214-1-4","带肋钢筋（HRB335、HRB400）","kg"]
["215-1","浆砌片石顺坝","m3"]
["215-2","浆砌片石丁坝","m3"]
["215-3","浆砌片石调水坝","m3"]
["215-4","浆砌片石锥坡","m3"]
[]
[]
[]
["            清单   第200章合计   人民币  元",null,{"v":0,"d":"0.00"}]

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["G552望谟至册亨公路改扩建工程第一合同段施工招标文件   第5章    工程量清单"]
["工 程 量 清 单"]
[null,null,"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","金额（元）"]
["302-1","碎石垫层"]
["302-1-1","碎石垫层厚…mm","m2"]
["302-2","砂砾垫层"]
["302-1-1","砂砾垫层厚…mm","m2"]
["302-3","水泥稳定土垫层"]
["302-3-1","水泥稳定土垫层厚…mm","m2"]
["302-4","石灰稳定土垫层"]
["302-4-1","石灰稳定土垫层厚…mm","m2"]
["303-1","石灰稳定土底基层"]
["301-1-1","石灰稳定土底基层厚…mm","m2"]
["303-2","搭板、埋板下水泥稳定土底基层","m3"]
["304-1","水泥稳定土底基层"]
["304-1-1","水泥稳定土底基层厚…mm","m2"]
["304-2","搭板、埋板下水泥稳定土基层","m3"]
["304-3","水泥稳定土基层"]
["304-3-1","5%水泥稳定土基层厚200mm","m2",{"v":4246,"d":"4246.00"},null,{"v":0,"d":"0.00"}]
["304-3-2","5%水泥稳定土基层厚300mm","m2",{"v":187706,"d":"187706.00"},null,{"v":0,"d":"0.00"}]
["305-1","石灰粉煤灰稳定土底基层"]
["305-1-1","石灰粉煤灰稳定土底基层厚…mm","m2"]
["305-2","搭板、埋板下石灰粉煤灰稳定土底基层","m3"]
["305-3","石灰工业废渣稳定土底基层"]
["305-3-1","石灰工业废渣稳定土底基层厚…mm","m2"]
["306-1","级配碎石底基层"]
["306-1-1","级配碎石基层厚200mm","m2",{"v":55989,"d":"55989.00"},null,{"v":0,"d":"0.00"}]
["306-1-2","级配碎石基层厚150mm","m2",{"v":131717,"d":"131717.00"},null,{"v":0,"d":"0.00"}]
["306-2","搭板、埋板下级配碎石底基层","m3"]
["306-3","级配碎石基层"]
["306-3-1","级配碎石基层厚…mm","m2"]
["306-4","级配砾石底基层"]
["306-4-1","级配砾石底基层厚…mm","m2"]
["306-5","搭板、埋板下级配砾石底基层","m3"]
["306-6","级配砾石基层"]
["306-6-1","级配砾石基层厚…mm","m2"]
["306-7","填隙碎石底基层","",""]
["306-7-1","厚150mm","m2",{"v":4246,"d":"4246.00"},null,{"v":0,"d":"0.00"}]
["306-8","豆砂砾层"]
["306-8-1","豆砂砾层","m3",{"v":627.9,"d":"627.90"},null,{"v":0,"d":"0.00"}]
["307-1","沥青稳定碎石基层（ATB-25)"]
["307-1-1","沥青稳定碎石基层厚…mm"]
["307-1-2","沥青稳定碎石基层厚…mm"]
["308-1","透层","m2",{"v":187706,"d":"187706.00"},null,{"v":0,"d":"0.00"}]
["308-2","粘层","m2",{"v":6467,"d":"6467.00"},null,{"v":0,"d":"0.00"}]
["309-1","细粒式沥青混凝土"]
["309-1-1","细粒式沥青混凝土厚…mm","m2"]
["309-1-2","细粒式沥青混凝土厚厚…mm","m2"]
["309-2","中粒式沥青混凝土"]
["309-2-1","中粒式沥青混凝土厚60mm","m2",{"v":187706,"d":"187706.00"},null,{"v":0,"d":"0.00"}]
["309-2-2","中粒式沥青混凝土厚50mm","m2",{"v":4246,"d":"4246.00"},null,{"v":0,"d":"0.00"}]
["309-3","粗粒式沥青混凝土"]
["309-3-1","粗粒式沥青混凝土厚…mm","m2"]
["309-3-2","粗粒式沥青混凝土厚…mm","m2"]
["310-1","沥青表面处治"]
["310-1-1","沥青表面处治厚…㎜","m2"]
["310-1-2","沥青表面处治厚…㎜","m2"]
["310-2","封层"]
["310-2-1","沥青表处下封层厚10mm","m2",{"v":187706,"d":"187706.00"},null,{"v":0,"d":"0.00"}]
["310-2-2","沥青中砂下封层","m2"]
["311-1","细粒式改性沥青混合料路面"]
["311-1-1","改性沥青混合料厚…mm","m2"]
["311-1-2","改性沥青混合料厚…mm","m2"]
["311-2","中粒式改性沥青混合料路面"]
["311-2-1","改性沥青混合料厚…mm","m2"]
["311-2-2","改性沥青混合料厚…mm","m2"]
["311-3","SMA路面"]
["311-3-1","SMA路面厚…mm","m2"]
["311-3-2","SMA路面厚…mm","m2"]
["312-1","水泥混凝土面板"]
["312-1-1","水泥混凝土面板厚…mm","m2"]
["312-1-2","水泥混凝土面板厚…mm","m2"]
["312-2","钢筋"]
["312-2-1","HPB235","kg"]
["312-2-2","HPB335","kg"]
["313-1","培土路肩"]
["313-1-1","C25预制砼路缘","m3",{"v":417.1,"d":"417.10"},null,{"v":0,"d":"0.00"}]
["313-1-2","C25现浇砼路缘","m3",7412.43,null,{"v":0,"d":"0.00"}]
["313-2","中央分隔带回填土","m3"]
["313-3","现浇混凝土加固土路肩"]
["313-3-1","现浇混凝土加固土路肩（厚…mm）","m"]
["313-4","混凝土预制块加固路肩"]
["313-4-1","混凝土预制块加固土路肩（厚…mm）","m"]
["313-5","混凝土预支制块路缘石"]
["313-5-1","左侧缘石","m3　"]
["313-5-2","右侧缘石","m3　"]
["314-1","排水管"]
["313-2","纵向雨水沟（管）"]
["313-2-1","纵向雨水沟（管）…mm×…mm（φ…mm）","m"]
["313-3","混凝土集水井"]
["313-3-1","集水井砼","m3"]
["313-4","中央分隔带渗沟…㎜×…㎜×…㎜"]
["313-4-1","渗沟…mm×…mm×…mm","m"]
["313-5","沥青油毡防水层","m2"]
["313-6","路肩排水沟"]
["313-6-1","混凝土路肩排水沟","m3"]
["313-6-2","土工布","m2"]
["313-7","拦水带"]
["313-7-1","沥青混凝土拦水带","m"]
["313-7-2","水泥混凝土拦水带","m"]
[]
[]
[]
["              清单   第300章合计   人民币  元",null,null,{"v":0,"d":"0.00"}]

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["G552望谟至册亨公路改扩建工程第一合同段施工招标文件   第5章    工程量清单"]
["工 程 量 清 单"]
[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","金额（元）"]
["401-1","桥梁荷载试验(暂估价)","总额"]
["401-2","地质钻探及取样试验(暂定工程量)"]
["401-2-1","70mm直径","m"]
["401-2-2","110mm直径","m"]
["403-1","基础钢筋(包括灌注桩、承台、沉桩、沉井等)"]
["403-1-1","光圆钢筋（HPB235、HPB300）","kg",2119.4,null,{"v":0,"d":"0.00"}]
["403-1-2","带肋钢筋（HRB335、HRB400）","kg",42693,null,{"v":0,"d":"0.00"}]
["403-2","下部结构钢筋"]
["403-2-1","光圆钢筋（HPB235、HPB300）","kg",3948,null,{"v":0,"d":"0.00"}]
["403-2-2","带肋钢筋（HRB335、HRB400）","kg",13376,null,{"v":0,"d":"0.00"}]
["403-3","上部结构钢筋"]
["403-3-1","光圆钢筋（HPB235、HPB300）","kg",3642,null,{"v":0,"d":"0.00"}]
["403-3-2","带肋钢筋（HRB335、HRB400）","kg",60208,null,{"v":0,"d":"0.00"}]
["403-4","附属结构钢筋"]
["403-4-1","光圆钢筋（HPB235、HPB300）","kg",3612,null,{"v":0,"d":"0.00"}]
["403-4-2","带肋钢筋（HRB335、HRB400）","kg",25008,null,{"v":0,"d":"0.00"}]
["403-4-2","栏杆（碳素钢复合管）","kg",1754.5,null,{"v":0,"d":"0.00"}]
["404-1","基础挖方"]
["404-1-1","挖基土、石方（不分土石、不分水上、水下）","m3",985.2,null,{"v":0,"d":"0.00"}]
["405-1","钻孔灌注桩"]
["405-1-1","桩径1500mm","m",43,null,{"v":0,"d":"0.00"}]
["405-1-2","桩径…mm","m"]
["406-1","钢筋混凝沉桩，桩径…mm"]
["406-1-1","桩径…mm","m"]
["406-1-2","桩径…mm","m"]
["406-2","预应力砼沉桩"]
["406-2-1","桩径…mm","m"]
["406-2-2","桩径…mm","m"]
["406-3","试桩"]
["406-3-1","桩径…mm","m"]
["406-3-2","桩径…mm","m"]
["407-1","挖孔灌注桩，桩径…m"]
["407-1-1","桩径1200mm","m",144,null,{"v":0,"d":"0.00"}]
["407-1-2","桩径...mm","m"]
["407-2","钻取砼芯样，直径70m(暂定工程量)","m"]
["407-3","破坏荷载试验用桩，直径…m(暂定工程量)","m"]
["408-1","桩的检验荷载试验(暂定工程量)，直径……m（kN）","每一试桩"]
["408-2","直径…m桩破坏荷载试验(…m) （暂定工程量）","每一试桩"]
["409-1","钢筋砼沉井"]
["409-1-1","井壁砼（C…)","m3"]
["409-1-2","顶板砼（C…)","m3"]
["409-1-3","填芯砼（C…)","m3"]
["409-1-4","封底砼（C…)","m3"]
["410-1","砼基础"]
["410-1-1","C20砼基础","m3"]
["410-1-2","C25砼基础","m3"]
["410-2","砼下部结构"]
["410-2-1","C20片石砼","m3"]
["410-2-2","C25片石砼","m3",473.2,null,{"v":0,"d":"0.00"}]
["410-2-3","C25砼","m3",32.6,null,{"v":0,"d":"0.00"}]
["410-2-4","C25桩基混凝土","m3",238.9,null,{"v":0,"d":"0.00"}]
["410-2-5","C30砼","m3",387.6,null,{"v":0,"d":"0.00"}]
["410-2-6","C35砼","m3"]
["410-2-7","C40砼","m3"]
["410-3","现浇砼上部结构"]
["410-3-1","C40砼现浇铰缝","m3"]
["410-3-2","C40砼现浇空心板","m3",46.8,null,{"v":0,"d":"0.00"}]
["410-3-3","C40砼拱圈","m3"]
["410-3-4","C30砼现浇钢筋混凝土连续板","m3"]
["410-3-5","C30砼纵梁","m3"]
["410-4","预制砼上部结构"]
["410-4-1","C35砼预制空心板","m3"]
["410-4-2","C35砼人行道","m3"]
["410-4-3","C40砼预制空心板","m3"]
["410-4-4","C50砼预制空心板","m3"]
["410-5","上部结构现浇整体化砼","m3"]
["410-6","现浇砼附属结构"]
["410-6-1","C25砼","m3",154.1,null,{"v":0,"d":"0.00"}]
["410-6-3","C30砼现浇砼附属结构","m3",109.8,null,{"v":0,"d":"0.00"}]
["410-6-4","C35砼","m3"]
["410-6-7","C40砼","m3"]
["410-6-8","C50砼支座垫石","m3",0.8,null,{"v":0,"d":"0.00"}]
["410-7","预制砼附属结构","m3"]
["410-8","水泥砂浆灌片石基础垫层","m3"]
["410-12","聚丙烯网状纤维","kg"]
["411-1","先张法预应力钢丝（规格）","kg"]
["411-2","先张法预应力钢绞线（规格）","kg"]
["411-3","先张法预应力钢筋（规格）","kg"]
["411-4","后张法预应力钢丝（规格）","kg"]
["411-5","后张法预应力钢绞线（规格）","kg"]
["411-5-1","φs15.2钢绞线","kg",9700,null,{"v":0,"d":"0.00"}]
["411-6","后张法预应力钢筋（规格）","kg"]
["411-7","现浇预应力砼上部结构"]
["411-7-1","有支架C50砼","m3",244.4,null,{"v":0,"d":"0.00"}]
["411-7-2","悬浇砼","m3"]
["411-8","预制预应力砼上部结构"]
["413-1","浆砌片石"]
["413-1-1","M5级浆砌片石","m3"]
["413-1-2","M10浆砌片石锥坡","m3",114.8,null,{"v":0,"d":"0.00"}]
["413-2","浆砌块石"]
["413-2-1","M7.5浆砌","m3",687.2,null,{"v":0,"d":"0.00"}]
["413-3","浆砌料石"]
["413-3-1","M5级浆砌料石（按标号分列）","m3"]
["413-4","浆砌预制砼块"]
["413-4-1","C15级预制砼块","m3"]
["413-4-2","M15浆砌人行道及栏杆","m3",1,null,{"v":0,"d":"0.00"}]
["413-4-3","M15砂浆","m3"]
["415-1","沥青砼桥面铺装"]
["415-1-1","沥青混凝土桥面铺装","m3",48.5,null,{"v":0,"d":"0.00"}]
["415-1-2","沥青砼桥台铺装","m3"]
[]
["415-2","水泥砼桥面铺装"]
["415-2-1","水泥混凝土桥面铺装(C40混凝土）","m3",47.3,null,{"v":0,"d":"0.00"}]
["415-2-2","C40伸缩缝预留槽砼","m3"]
["415-2-3","现浇C50聚丙烯纤维砼","m3",1.99,null,{"v":0,"d":"0.00"}]
["415-3","防水层"]
["415-3-1","防水层（厚10mm）","m2",596.4,null,{"v":0,"d":"0.00"}]
["415-4","桥梁排水系统"]
["416-1","矩形板式橡胶支座","个"]
["416-2","圆形板式活动支座"]
["416-2-1","圆形板式橡胶支座","个",26,null,{"v":0,"d":"0.00"}]
["416-3","球冠圆板式橡胶支座","个"]
["416-3-1","按型号分列","个"]
["416-4","盆式支座","个"]
["416-4-1","按型号分列","个"]
["416-5","隔震橡胶支座","个"]
["416-6","球形支座","个"]
["416-6-1","按型号分列","个"]
["417-1","橡胶伸缩装置"]
["417-1-1","C-40伸缩缝","m ",10.5,null,{"v":0,"d":"0.00"}]
["417-1-2","GQF-C80型伸缩缝","m ",11.5,null,{"v":0,"d":"0.00"}]
["418-1","桥梁修复"]
["419－1","单孔钢筋砼圆管涵"]
["419-2","双孔钢筋砼圆管涵（φ...m）","m"]
["419—3","钢筋砼圆管倒虹吸管涵（φ...m）","m"]
["419-4","钢管倒虹吸（φ...m）"]
["420—1","钢筋砼盖板涵"]
["420-1-1","钢筋砼盖板涵 1-1.0m×1.0m","m"]
["420-1-2","钢筋砼盖板涵 1-1.0m×1.5m","m"]
["420-1-3","钢筋砼盖板涵 1-1.1m×1.0m","m"]
["420-1-4","钢筋砼盖板涵 1-1.5m×1.0m","m"]
["420-1-5","钢筋混凝土盖板涵（1-1.5m×1.5m）","m",488.86,null,{"v":0,"d":"0.00"}]
["420-1-6","钢筋混凝土盖板涵（1-1.5m×2.0m）","m",11.68,null,{"v":0,"d":"0.00"}]
["420-1-7","钢筋混凝土盖板涵（1-2.0m×3.0m）","m",143.41,null,{"v":0,"d":"0.00"}]
["420-1-8","钢筋混凝土盖板涵（1-3.0m×3.0m）","m",28.94,null,{"v":0,"d":"0.00"}]
["420-1-9","钢筋砼盖板涵 1-4.0m×4.0m","m"]
["402—2","钢筋砼箱涵（...m×...m）","m"]
[null,"…"]
["420-3","钢筋混凝土盖板涵通道涵（1-5m×5m）","m",20,null,{"v":0,"d":"0.00"}]
["420-4","钢筋砼箱形通道涵（...m×...m）","m"]
["421—1","拱涵"]
["421-2","拱形通道涵（...m×...m）","m"]
["421-3","钢波纹管涵"]
["421-3-1","钢波纹管涵1-Φ1.0","m"]
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[]
[]
["             清单   第400章合计   人民币 元",null,null,{"v":0,"d":"0.00"}]

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[null,"…"]
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[null,"……"]
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[null,"……"]
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["502-4-2","砂浆砌粗料石（块石）","m3"]
[null,"……"]
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["502-5-2","光圆钢筋（Ⅰ级）","Kg"]
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[null,"…"]
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["504-1-1","混凝土","m3"]
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[null,"…"]
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["504-5-1","混泥土（厚…mm）","m2"]
["504-5-2","光圆钢筋（Ⅰ级）","kg"]
["504-5-3","带肋钢筋（HRB335）","kg"]
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["504-6-5","横洞钢筋网","kg"]
["504-6-6","横洞衬砌钢筋","kg"]
["504-6-7","横洞闸门","扇"]
["504-7","预留洞室"]
["504-7-1","洞室开挖","m3"]
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["505-1-7","压浆钻孔φ…mm（暂定工程量）","m"]
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[null,"……"]
["506-1","洞内防火涂料"]
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["506-2-1","镶贴瓷砖","㎡"]
["506-2-2","喷涂混凝土专用漆","㎡"]
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["508-1-1","必测项目（项目名称）","总额"]
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[]
[]
[]
["      清单   第500章合计   人民币                     元"]

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["605-6","轮廓标"]
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[]
[]
["          清单   第600章合计   人民币 元",null,null,{"v":0,"d":"0.00"}]

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[]
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["G552望谟至册亨公路改扩建工程第一合同段施工招标文件   第5章    工程量清单"]
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