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[null,"北投溪境项目（一期）总平结构工程",{"$nulls":5},"工程"]
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[null,"招 标 清 单"]
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[null,null,"广西北投华城地产置业有限公司",null,null,null,"祥浩工程造价咨询有限责任公司"]
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["北投溪境项目（一期）总平结构工程编制说明"]
["一","通用"]
[1,"所有人工费、辅材费执行期内固定不作调整；"]
[2,"实体项目按施工蓝图计取，计算规则执行《建设工程工程量清单计价规范》（GB50500-2013）；"]
[3,"综合单价包括不限于人工费、主材费、辅材费、水电费、检验试验费、制作、运输、装卸（含卸车及场内转运）、安装、成品保护、措施费（如安全文明费、二次搬运、垂直运输、突发事件防护、防疫措施等）、垃圾清理及外运、管理费、损耗、规费、利润、政策调整等达到图纸、劳务税金、一切完成本项目内容所有费用；水电费由承建单位向总包（或物管单位）自行缴纳。"]
[4,"除特别说明外﹐本工程量及单价表内提供之参考工程量均按水平投影面积﹐所有因地势及现场施工条件限制而导致增加之费用均需包括在相应项目的单价内；"]
[5,"清单中所有电气及给排水工程中的管、线、电缆等内容的计算方式均按平面长度+垂直高度计算，不考虑任何弛度波折、预留长度等损耗因素（已包含在综合单价中）；"]
[6,"所有防水工程必须达至国家规范防水要求并须包括通过政府当局质监所之一切指定测试并取得有关验收证明﹐而所有防水工程均须按国家规定提供有关之完工后的一切所需维修及保养；"]
[7,"景观园建饰面及结构、水电养护保修期为两年，苗木种植保修保养期限为工程验收合格后满一年，其中时花种植按一次种植考虑（时花含一季花期养护），外地苗木进场前提供检疫合格证；"]
[8,"其他未尽事宜详见合同草稿及技术标准附件及验收标准,清单若未标注材料的厚度可参考样板；"]
[9,"清单当中，描述若为“**(数值）以内”或“≦**（数值）”，清单项范围包括“**(数值）”；描述若为“**(数值）以上”或“>**（数值）”，清单项范围不包括“**(数值）”，例如：保存性拆除面层（60厚以下），即本项清单包括60厚面层拆除；若保存性拆除面层（80厚以上），即本项清单不包括80厚面层拆除.以此类推；"]
[10,"若主材发生变更,相应子目仅换算主材费,人工费\\主材损耗费\\机械辅材费不作改变；"]
["二","园建部分"]
[1,"所有材料价格执行期内固定不作调整，投标方应充分考虑市场存量及价格波动，并按要求提供的样板、产地供货；"]
[2,"垂直运输费：本综合单价包含除屋顶花园垂直运输费以外的垂直运输费用；屋顶花园垂直运输费用，如现场实际发生，根据工程部确认的施工方案以甲方核定金额单独计算；"]
[3,"混凝土浇筑综合考虑采用泵送及非泵送"]
["四","安装部分"]
[1,"水电拆除按对应新做工程人工费*0.4计算"]
[2,"水电管、电线电缆等价格，按签约时的原材料价格计算；实际采购时，原材料价格变动导致采购价与合同价不一致，无论上涨还是下跌，结算均不调整。"]

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["BQ1","园区硬质景观",14348.36,0,0,0,0]
["BQ2","安装工程",14348.36,0,0,0,0]
[null,"合计",14348.36,0,0,0,0]

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["北投溪境项目（一期）总平结构工程-园建施工工程"]
["序号","分部分项名称","项目特征","单位","工程量","全费用综合单价(元)","直接费",null,null,null,"管理费、利润等","税金","合计金额（元）","备注"]
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["一","车行胶粘石铺装"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",59.85,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",8.9775,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",8.9775,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.5314679999999999,0,{"$nulls":4},0,0,0]
["二","石英砖铺装-适用于人行道路（白麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",1550.28,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",155.02800000000002,0,{"$nulls":4},0,0,0]
["3","100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",155.02800000000002,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",3.4416216,0,{"$nulls":4},0,0,0]
["三","石英砖铺装-适用于人行道路（灰麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",230.88,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",23.088,0,{"$nulls":4},0,0,0]
["3","100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",23.088,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.5125536,0,{"$nulls":4},0,0,0]
["四","PC铺装-适用于人行道路（黑麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",245.6,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",24.560000000000002,0,{"$nulls":4},0,0,0]
["3","100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",24.560000000000002,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.5452319999999999,0,{"$nulls":4},0,0,0]
["五","PC砖汀步-适用于人行道路（白麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",21.8,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",2.18,0,{"$nulls":4},0,0,0]
["3","100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",2.18,0,{"$nulls":4},0,0,0]
["六","PC砖铺装-适用于车行道路（白麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",936.04,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",140.40599999999998,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",140.40599999999998,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",8.3120352,0,{"$nulls":4},0,0,0]
["七","PC砖铺装-适用于车行道路（黑麻）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",1304.88,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",195.732,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",195.732,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",11.587334400000001,0,{"$nulls":4},0,0,0]
["八","车行沥青道路"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",1591.1364,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",238.67046,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",238.67046,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",14.129291232000002,0,{"$nulls":4},0,0,0]
["九","标准弹石做法（人行）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",22.299999999999997,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",2.23,0,{"$nulls":4},0,0,0]
["3","100厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",2.23,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.19802399999999998,0,{"$nulls":4},0,0,0]
["十","标准弹石做法（车行）"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",10.5,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.575,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.575,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.09323999999999999,0,{"$nulls":4},0,0,0]
["十一","机动车车位-详LG-2-401"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",1415.3300000000002,0,{"$nulls":4},0,0,0]
["2","600*160*110厚C15车挡混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",2.112,0,{"$nulls":4},0,0,0]
["3","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",212.29950000000002,0,{"$nulls":4},0,0,0]
["4","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",212.29950000000002,0,{"$nulls":4},0,0,0]
["5","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",12.568130400000001,0,{"$nulls":4},0,0,0]
["十二","Ф8~10mm磨边黑色砾石"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",11.79,0,{"$nulls":4},0,0,0]
["2","150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.7684999999999997,0,{"$nulls":4},0,0,0]
["3","50厚C15混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.5895,0,{"$nulls":4},0,0,0]
["5","100厚C15混凝土条基","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.7425,0,{"$nulls":4},0,0,0]
["十三","地面铺装与铺装交界处及与绿化交界处"]
["1","结构缝","1、聚苯乙烯泡沫塑料板(密度20kg/m3)，沥青砂浆填缝","m",299.32,0,{"$nulls":4},0,0,0]
["十四","入户树池详LG-2-301"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",37.525275,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",15.8,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",86.265,0,{"$nulls":4},0,0,0]
[4,"150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",7.8896250000000006,0,{"$nulls":4},0,0,0]
[5,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",4.02975,0,{"$nulls":4},0,0,0]
[6,"砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",6.044624999999999,0,{"$nulls":4},0,0,0]
[7,"30厚1:2.5聚合物水泥砂浆","1、砂浆厚度.材料种类:30厚1:2.5聚合物水泥砂浆\n2、具体做法详见图纸","m2",37.3826,0,{"$nulls":4},0,0,0]
[10,"C15混凝土压顶","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.3274999999999997,0,{"$nulls":4},0,0,0]
[11,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",13.55,0,{"$nulls":4},0,0,0]
["十五","围墙一详LG-3-102"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",14.615999999999998,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",7.829999999999998,0,{"$nulls":4},0,0,0]
[5,"C25混凝土构造柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.93312,0,{"$nulls":4},0,0,0]
[6,"C25混凝土墙","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",5.506488,0,{"$nulls":4},0,0,0]
[7,"C30混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",3.6539999999999995,0,{"$nulls":4},0,0,0]
[8,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",30.499199999999995,0,{"$nulls":4},0,0,0]
[9,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.32,0,{"$nulls":4},0,0,0]
["十六","消防车行出入口围墙二详LG-3-201"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",13.0704,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",8.3052,0,{"$nulls":4},0,0,0]
[3,"砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",2.5358400000000003,0,{"$nulls":4},0,0,0]
[5,"C25混凝土构造柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.5184000000000001,0,{"$nulls":4},0,0,0]
[6,"C25混凝土圈梁","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.4464,0,{"$nulls":4},0,0,0]
[7,"C30混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.8672000000000002,0,{"$nulls":4},0,0,0]
[8,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",19.500000000000004,0,{"$nulls":4},0,0,0]
[9,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.15,0,{"$nulls":4},0,0,0]
["十七","木平台二详LG-16-201~202"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",60.7,0,{"$nulls":4},0,0,0]
[2,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",8.879999999999999,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",6.588,0,{"$nulls":4},0,0,0]
[4,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.204754,0,{"$nulls":4},0,0,0]
["十八","防腐木坐凳详LG-16-301"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",5.640408,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",1.56,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",10.4452,0,{"$nulls":4},0,0,0]
[4,"150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.5667799999999998,0,{"$nulls":4},0,0,0]
[5,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.73728,0,{"$nulls":4},0,0,0]
[6,"C20混凝土","1、商品混凝土（砌体外包）\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",5.124959999999999,0,{"$nulls":4},0,0,0]
[7,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",18.871999999999996,0,{"$nulls":4},0,0,0]
[8,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",2.2537760000000002,0,{"$nulls":4},0,0,0]
["十九","西入口种植池及残坡详LG-15-401"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",23.07888,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",14.8,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",12.032,0,{"$nulls":4},0,0,0]
[4,"150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.8048,0,{"$nulls":4},0,0,0]
[5,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.8272,0,{"$nulls":4},0,0,0]
[7,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",2.068,0,{"$nulls":4},0,0,0]
[8,"20厚1:2.5水泥砂浆掺入3%防水剂","1、清理基层、砂浆（制作）运输、刷水泥砂浆、找平、罩面、压光","m2",9.9,0,{"$nulls":4},0,0,0]
["二十","无障碍坡道详LG-15-401"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",8.25,0,{"$nulls":4},0,0,0]
[2,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",0.8250000000000001,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.8250000000000001,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.018315,0,{"$nulls":4},0,0,0]
["二十一","西入口景观详LG-15-101"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",4.4624999999999995,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",1.76,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",7.949999999999999,0,{"$nulls":4},0,0,0]
[4,"150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.6925,0,{"$nulls":4},0,0,0]
[5,"100厚C20混凝土景石垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.5,0,{"$nulls":4},0,0,0]
[6,"300厚C20混凝土基础(穿孔铝板雕塑)","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.536,0,{"$nulls":4},0,0,0]
[7,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",18.419999999999998,0,{"$nulls":4},0,0,0]
["二十二","旱溪详LG-2-501"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",39.68000000000001,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",12.5,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",198.4,0,{"$nulls":4},0,0,0]
[6,"100厚C20细石混凝土垫层","1、细石混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",19.840000000000003,0,{"$nulls":4},0,0,0]
[7,"15mm1:3水泥砂浆找平层","1、清理基层、砂浆（制作）运输、刷水泥砂浆、找平、罩面、压光","m2",396.8,0,{"$nulls":4},0,0,0]
[8,"2mmJS防水涂料,刷两遍","1、清理基层，调制、涂刷防水层","m2",198.4,0,{"$nulls":4},0,0,0]
[9,"40厚C20细石混凝土保护层","1、细石混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",7.936000000000001,0,{"$nulls":4},0,0,0]
["二十三","水景一详LG-15"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",11.2924,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",5.18,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",114.346,0,{"$nulls":4},0,0,0]
[4,"150级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",17.1525,0,{"$nulls":4},0,0,0]
[5,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",11.360600000000002,0,{"$nulls":4},0,0,0]
[6,"200厚C25抗渗混凝土池壁池底","1、抗渗混凝土,抗渗等级P6\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",25.024160000000002,0,{"$nulls":4},0,0,0]
[7,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",54.34400000000001,0,{"$nulls":4},0,0,0]
[8,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",1.543990672,0,{"$nulls":4},0,0,0]
[9,"15厚1:3水泥砂浆找平层","1、清理基层、砂浆（制作）运输、刷水泥砂浆、找平、罩面、压光","m2",235.8496,0,{"$nulls":4},0,0,0]
[10,"JS防水涂料,刷三遍","1、清理基层，调制、涂刷防水层","m2",117.9248,0,{"$nulls":4},0,0,0]
[24,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",6.869160000000001,0,{"$nulls":4},0,0,0]
[25,"30厚1:3水泥砂浆","1、砂浆厚度.材料种类:30厚1：3水泥砂浆\n2、具体做法详见图纸","m2",39.073,0,{"$nulls":4},0,0,0]
["二十四","台阶详LG-15"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",5.148,0,{"$nulls":4},0,0,0]
[2,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",0.5148,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.5148,0,{"$nulls":4},0,0,0]
[4,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.011428559999999999,0,{"$nulls":4},0,0,0]
[5,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",0.276,0,{"$nulls":4},0,0,0]
["二十五","弧形坐凳详LG-16-302"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",20.227500000000003,0,{"$nulls":4},0,0,0]
[2,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",3.0341250000000004,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.58775,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.04490505000000001,0,{"$nulls":4},0,0,0]
["二十六","会客厅详LG-11-101"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",131.4,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",20.15,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",8.16,0,{"$nulls":4},0,0,0]
[4,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",1.224,0,{"$nulls":4},0,0,0]
[5,"C30混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",8.23,0,{"$nulls":4},0,0,0]
[6,"C30混凝土墩柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.768,0,{"$nulls":4},0,0,0]
[7,"C25混凝土构造柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",2.2728,0,{"$nulls":4},0,0,0]
[8,"C25混凝土圈梁","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.5272,0,{"$nulls":4},0,0,0]
[9,"C20细石混凝土包裹柱脚","1、细石混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.32400000000000007,0,{"$nulls":4},0,0,0]
[10,"C40微膨胀混凝土","1、微膨胀混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.08100000000000002,0,{"$nulls":4},0,0,0]
[11,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.933,0,{"$nulls":4},0,0,0]
[12,"100厚C25台阶砼垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.2394,0,{"$nulls":4},0,0,0]
[13,"150厚C25混凝土底板","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",13.042,0,{"$nulls":4},0,0,0]
[14,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",176.20900000000003,0,{"$nulls":4},0,0,0]
[15,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",2.5920864000000003,0,{"$nulls":4},0,0,0]
[44,"标砖砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",3.4219999999999997,0,{"$nulls":4},0,0,0]
["二十七","围墙二详LG-3-102"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",558.28,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",352.3,0,{"$nulls":4},0,0,0]
[3,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",204.5656,0,{"$nulls":4},0,0,0]
[6,"C30混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",65.3329,0,{"$nulls":4},0,0,0]
[7,"C25混凝土墙","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",135.64,0,{"$nulls":4},0,0,0]
[8,"C25混凝土构造柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.79,0,{"$nulls":4},0,0,0]
[9,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",858.3064,0,{"$nulls":4},0,0,0]
[10,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",17.25,0,{"$nulls":4},0,0,0]
[11,"30厚1:2.5水泥砂浆","1、砂浆厚度.材料种类:30厚1：2.5水泥砂浆\n2、具体做法详见图纸","m2",314.258,0,{"$nulls":4},0,0,0]
["二十八","景墙二详LG-11"]
[1,"土方开挖","1、土壤类别:综合\n2、挖土深度:综合考虑","m3",8.9856,0,{"$nulls":4},0,0,0]
[2,"土方回填","1、土质要求:一般土壤\n2、密实度要求:按图纸要求，夯填\n3、取土运距:投标人自行考虑","m3",4.56,0,{"$nulls":4},0,0,0]
[3,"C30混凝土基础","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.8144,0,{"$nulls":4},0,0,0]
[4,"C25混凝土构造柱","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.556416,0,{"$nulls":4},0,0,0]
[5,"C25混凝土圈梁","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.746496,0,{"$nulls":4},0,0,0]
[6,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",18.950400000000002,0,{"$nulls":4},0,0,0]
[7,"钢筋（综合）","1、制作.绑扎.安装.点焊.拼装.浇捣混凝土时钢筋维护等","t",0.17825903999999998,0,{"$nulls":4},0,0,0]
[8,"砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等","m3",3.7946880000000003,0,{"$nulls":4},0,0,0]
["二十九","南儿童区设施一台阶详LG-16-401"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",2.64,0,{"$nulls":4},0,0,0]
[2,"100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",0.264,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.264,0,{"$nulls":4},0,0,0]
[4,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.0058608,0,{"$nulls":4},0,0,0]
[5,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",3,0,{"$nulls":4},0,0,0]
["三十","拖把池"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",9.8,0,{"$nulls":4},0,0,0]
[2,"100厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",0.5668900000000001,0,{"$nulls":4},0,0,0]
[4,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.9800000000000002,0,{"$nulls":4},0,0,0]
[5,"标准砖砌体","1、Mb7.5水泥砂浆砌筑MU7.5页岩砖\n2、运料、淋砖、砂浆（制作）运输、砌砖、安放垫块、铁件等。","m3",0.16960000000000003,0,{"$nulls":4},0,0,0]
[6,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",1.088,0,{"$nulls":4},0,0,0]
[7,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.021756,0,{"$nulls":4},0,0,0]
["三十一","蹦床"]
[1,"素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",4.5,0,{"$nulls":4},0,0,0]
[2,"150厚碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",0.6749999999999999,0,{"$nulls":4},0,0,0]
[3,"100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.45,0,{"$nulls":4},0,0,0]
[4,"C20混凝土底板","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",0.9000000000000001,0,{"$nulls":4},0,0,0]
[5,"C20混凝土墙","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",1.584,0,{"$nulls":4},0,0,0]
[6,"钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",0.15,0,{"$nulls":4},0,0,0]
[7,"模板制作安装","1、模板、支撑材质:木模板、木支撑\n2、含模板制作、安装、拆除、整理堆放、场内外运输等工作","m2",10.560000000000002,0,{"$nulls":4},0,0,0]
[8,"150厚粒径20~50碎石滤水层","1、粒径20~50碎石滤水层，外裹无纺布200g/平方米","m3",0.010125,0,{"$nulls":4},0,0,0]
[9,"粗沙排水层厚200mm","1、拌合、铺设、找平、夯实。","m3",0.9000000000000001,0,{"$nulls":4},0,0,0]
["三十二","换填范围平面图"]
[1,"2000*1000*50苯板回填","1、清扫基层、调制砂浆、铺贴保温板等全部操作过程","m3",535.385,0,{"$nulls":4},0,0,0]
["三十三","人行塑胶做法"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",796.5,0,{"$nulls":4},0,0,0]
["2","100厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",79.65,0,{"$nulls":4},0,0,0]
["3","100厚C20混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",79.65,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",1.76823,0,{"$nulls":4},0,0,0]
["三十四","车行塑胶做法"]
["1","素土夯实","1、素土夯实(系数≥93%),含±300厚挖填平整","m2",288.65,0,{"$nulls":4},0,0,0]
["2","150厚级配碎石垫层","1、密实度>94%\n2、铺筑、整平、分层碾压等图纸及施工要求的一切必需的施工工艺","m3",43.29749999999999,0,{"$nulls":4},0,0,0]
["3","150厚C25混凝土垫层","1、商品混凝土\n2、混凝土拌和料要求：达到设计及施工现行规范\n3、运输、浇捣、养护等","m3",43.29749999999999,0,{"$nulls":4},0,0,0]
["4","钢筋（综合）","1、制作、绑扎、安装、点焊、拼装、浇捣混凝土时钢筋维护等","t",2.563212,0,{"$nulls":4},0,0,0]
[null,"BQ1合计",{"$nulls":10},0]

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[null,"北投溪境项目（一期）总平结构工程-安装施工费部分"]
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["一","总平给水工程",{"$nulls":10},0]
[1,"球墨铸铁给水管 DN100","1.公称压力1.0Mpa，含管件制作安装\n2.承插接口，橡胶圈密封\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",74.97,0,{"$nulls":4},0,0,0]
[2,"钢丝网骨架给水管 DN80","1.公称压力1.0Mpa，含管件制作安装\n2.电熔连接\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",6.5,0,{"$nulls":4},0,0,0]
[3,"钢丝网骨架给水管 DN65","1.公称压力1.0Mpa，含管件制作安装\n2.电熔连接\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",7,0,{"$nulls":4},0,0,0]
[4,"钢丝网骨架给水管 DN32","1.公称压力1.0Mpa，含管件制作安装\n2.电熔连接\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",2.37,0,{"$nulls":4},0,0,0]
[5,"远程压力水表 DN100","1.安装\n2.水压试验\n3.系统调试\n51.完成水表及法兰安装的其他一切相关工程内容及材料费用","套",3,0,{"$nulls":4},0,0,0]
[6,"DN100 铸铁闸阀","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",12,0,{"$nulls":4},0,0,0]
[7,"DN100 止回阀","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",3,0,{"$nulls":4},0,0,0]
[8,"DN100 Y型过滤器","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",3,0,{"$nulls":4},0,0,0]
[9,"倒流防止器 DN100","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",3,0,{"$nulls":4},0,0,0]
[10,"远程压力水表 DN80","1.安装\n2.水压试验\n3.系统调试\n51.完成水表及法兰安装的其他一切相关工程内容及材料费用","套",1,0,{"$nulls":4},0,0,0]
[11,"DN80铸铁闸阀","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",2,0,{"$nulls":4},0,0,0]
[12,"DN80 止回阀","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",1,0,{"$nulls":4},0,0,0]
[13,"DN80 Y型过滤器","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",1,0,{"$nulls":4},0,0,0]
[14,"倒流防止器 DN80","1.安装\n2.水压试验\n3.系统调试\n4.完成阀门及法兰安装的其他一切相关工程内容及材料费用","个",1,0,{"$nulls":4},0,0,0]
[15,"水表井","1.做法详见图集05S502-P43\n2.C10混凝土垫层\n3.砖砌体MU10级砖M10水泥砂浆\n4.C25现浇底板含模板\n5.C25预制盖板含模板","座",4,0,{"$nulls":4},0,0,0]
[16,"砂砾回填主材","主材参照园建对应主材价；回填人工已包含在原土回填中","m3",6.3588,0,{"$nulls":4},0,0,0]
[17,"原土开挖回填（含余土弃置）","原土开挖、回填、余土弃置","m3",44.5116,0,{"$nulls":4},0,0,0]
["二","总平雨水工程",{"$nulls":8},0,0,0]
[18,"HDPE双壁波纹雨水管DN200 SN8","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",753.68,0,{"$nulls":4},0,0,0]
[19,"HDPE双壁波纹雨水管DN200 SN4","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",0,0,{"$nulls":4},0,0,0]
[20,"HDPE双壁波纹雨水管DN300 SN8","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",530.73,0,{"$nulls":4},0,0,0]
[21,"HDPE双壁波纹雨水管DN300 SN4","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",0,0,{"$nulls":4},0,0,0]
[22,"HDPE双壁波纹雨水管DN400 SN8","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",104.61,0,{"$nulls":4},0,0,0]
[23,"钢筋混凝土管（承插口、二级）D500","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",53.37,0,{"$nulls":4},0,0,0]
[24,"钢筋混凝土管（承插口、二级）D600","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",68.53,0,{"$nulls":4},0,0,0]
[25,"钢筋混凝土管（承插口、二级）D800","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",24.19,0,{"$nulls":4},0,0,0]
[26,"砖砌雨水口 500*300  不含挖填土.井盖","1.做法详图集16S518\n2.规格：500*300平箅单篦雨水口\n3.井墙：M10水泥砂浆砌筑砖砌体\n4.井壁：M10水泥砂浆勾缝\n5.基础：C20混凝土","座",67,0,{"$nulls":4},0,0,0]
[27,"主材：球墨铸铁井盖 500*300*40",null,"套",67,0,{"$nulls":4},0,0,0]
[28,"铸铁井盖雨水井H=3000mm以内","1.井规格：D=1000mm，H=3000mm以内\n2.井墙用M7.5水泥砂浆砌MU10砖，预埋8\n3.井基用C10混凝土,井基厚等于管基厚\n4.井圈用C30混凝土,井盖φ600\n5.防坠安全网：初始下垂高度不宜超过10CM\n6.铸铁井盖","座",48,0,{"$nulls":4},0,0,0]
[29,"复合污水井","1.井规格：φ700，H=3000mm以内\n2.塑料成品污水井\n3.防坠安全网：初始下垂高度不宜超过10CM\n4.复合材料种植井盖\n5.井盖上覆盖：土工布（200g/㎡）+30厚粗砂+土工布（200g/㎡）+种植土","座",10,0,{"$nulls":4},0,0,0]
[30,"中砂回填主材","主材参照园建对应主材价；回填人工已包含在原土回填中","m3",96.5296505,0,{"$nulls":4},0,0,0]
[31,"砂砾回填主材","主材参照园建对应主材价；回填人工已包含在原土回填中","m3",290.414438,0,{"$nulls":4},0,0,0]
[32,"原土开挖回填（含余土弃置）","原土开挖、回填、余土弃置","m3",3277.667633779,0,{"$nulls":4},0,0,0]
["三","总平污水工程",{"$nulls":8},0,0,0]
[33,"HDPE双壁波纹污水管DN300 SN8","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",891.21,0,{"$nulls":4},0,0,0]
[34,"HDPE双壁波纹污水管DN300 SN4","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",0,0,{"$nulls":4},0,0,0]
[35,"铸铁井盖污水井H=3000mm以内","1.井规格：D=700mm，H=3000mm以内\n2.井墙用M7.5水泥砂浆砌MU10砖，预埋8\n3.井基用C10混凝土,井基厚等于管基厚\n4.井圈用C30混凝土,井盖φ600\n5.防坠安全网：初始下垂高度不宜超过10CM\n6.铸铁井盖","座",107,0,{"$nulls":4},0,0,0]
[36,"复合污水井","1.井规格：φ700，H=3000mm以内\n2.塑料成品污水井\n3.防坠安全网：初始下垂高度不宜超过10CM\n4.复合材料种植井盖\n5.井盖上覆盖：土工布（200g/㎡）+30厚粗砂+土工布（200g/㎡）+种植土","座",10,0,{"$nulls":4},0,0,0]
[37,"砂砾回填主材","主材参照园建对应主材价；回填人工已包含在原土回填中","m3",83.149893,0,{"$nulls":4},0,0,0]
[38,"原土开挖回填（含余土弃置）","原土开挖、回填、余土弃置","m3",1911.478348125,0,{"$nulls":4},0,0,0]
["四","总平废水工程",{"$nulls":8},0,0,0]
[39,"HDPE双壁波纹废水管DN300 SN8","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",297.32,0,{"$nulls":4},0,0,0]
[40,"HDPE双壁波纹废水管DN300 SN4","1.管道.管件.止水环.伸缩节.阻火圈.堵头等及弯管的制作.安装\n2.凿刨沟槽及修补.板槽施工及修补.孔洞打凿及修补\n3.支架制作安装\n4.除锈.刷油.防腐\n5.管道消毒.冲洗\n6.水压及泄漏试验\n7.系统调试\n8.完成管道安装的其他一切相关工程内容及材料费用","m",0,0,{"$nulls":4},0,0,0]
[41,"4.5立方钢筋混凝土隔油池","1.材料：4.5立方钢筋混凝土隔油池\n2.井壁、池底：C25钢筋混凝土\n3.盖板、C25钢筋混凝土\n4.垫层：C10混凝土垫层\n5.含土方开挖、回填","座",2,0,{"$nulls":4},0,0,0]
[42,"砂砾回填主材","主材参照园建对应主材价；回填人工已包含在原土回填中","m3",27.739956,0,{"$nulls":4},0,0,0]
[43,"原土开挖回填（含余土弃置）","原土开挖、回填、余土弃置","m3",637.6956525,0,{"$nulls":4},0,0,0]
["五","弱电",{"$nulls":8},0,0,0]
[44,"埋地电线管敷设 PE25","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",533.08,0,{"$nulls":4},0,0,0]
[45,"七孔梅花管 φ32","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",599.75,0,{"$nulls":4},0,0,0]
[46,"镀锌钢管套管敷设 DN20","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",95.85,0,{"$nulls":4},0,0,0]
[47,"镀锌钢管套管敷设 DN32","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",45.73,0,{"$nulls":4},0,0,0]
[48,"镀锌钢管套管敷设 DN80","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",88.05,0,{"$nulls":4},0,0,0]
[49,"镀锌钢管套管敷设 DN100","1.测位.划线.锯管.煨管.弯口处理\n2.管道敷设.打喇叭口.接管\n3.清理管沟.排放管道\n4.管件及大弧弯安装.封管口\n5.管道支架除锈.刷油.防腐及制安\n6.接地.穿铁线\n7.完成电缆保护管敷设的其他一切相关工程内容及材料费用","m",77.64,0,{"$nulls":4},0,0,0]
[50,"一号砖砌手孔井 700*900*H1000mm","1.做法参照图集YD/T5178-2017第84~85页","座",2,0,{"$nulls":4},0,0,0]
[51,"二号砖砌手孔井 550*550*H800mm","1.做法参照图集YD/T5178-2017第83页","座",17,0,{"$nulls":4},0,0,0]
[52,"原土开挖回填（含余土弃置）","原土开挖、回填、余土弃置","m3",385.24,0,{"$nulls":4},0,0,0]
["六","BQ5合计",{"$nulls":10},0]