{"text_format":"3","workbook":"xlsx","n_sheets":2,"sheets":["封面","清单"],"not_rendered":{"defined_names":3},"read":"whole","date_system":"1900"}

{"sheet":"封面","index":0,"n_rows":9,"n_cols":6,"rows_kept":9,"merged":[[0,0,0,6],[1,0,1,6],[2,0,2,1],[2,3,2,6],[3,0,3,1],[3,3,3,6],[4,0,4,1],[4,5,4,6],[5,0,5,1],[5,2,5,3],[5,5,5,6],[6,0,6,1],[6,2,6,3],[6,5,6,6],[7,0,7,1],[7,2,7,3],[7,5,7,6],[8,0,8,1],[8,2,8,3],[8,5,8,6],[9,0,9,1],[9,2,9,3],[9,5,9,6],[10,0,10,1],[10,2,10,3],[10,5,10,6],[11,0,11,1],[11,2,11,3],[11,5,11,6],[12,1,12,5]]}
["花都区老城区停车场改造项目（分项目一：洪秀全纪念广场项目）检测监测"]
["报价清单"]
["投标报价  ",null,"（小写）：",{"$f":"+清单!G202","v":0}]
[null,null,"（大写）：",{"$f":"+D3","v":0}]
[]
["招  标  人：",null,"广州花都产城建设投资有限公司",null,"投标人："]
[null,null,"（单位盖章）",null,null,"(单位盖章)"]
["法定代表人  \n\n或其授权人：",{"$nulls":3},"法定代表人  \n\n  或其授权人："]
[null,null,"(签字或盖章)",null,null,"(签字或盖章)"]

{"sheet":"清单","index":1,"n_rows":202,"n_cols":8,"rows_kept":202,"merged":[[0,0,0,7],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6],[1,7,2,7],[3,0,3,4],[4,0,10,0],[4,1,10,1],[5,2,6,2],[7,2,8,2],[9,2,10,2],[9,4,10,4],[11,0,16,0],[11,1,16,1],[14,2,15,2],[17,0,20,0],[17,1,20,1],[21,0,27,0],[21,1,27,1],[28,1,28,2],[29,1,29,4],[30,0,30,4],[31,0,44,0],[31,1,44,1],[42,2,43,2],[45,0,59,0],[45,1,59,1],[57,2,58,2],[60,1,60,4],[61,0,61,4],[62,1,62,2],[63,1,63,2],[64,1,64,2],[65,1,65,2],[66,1,66,2],[67,1,67,2],[68,1,68,4],[69,0,69,4],[75,0,77,0],[75,1,77,1],[111,1,111,4],[112,0,112,4],[113,1,113,2],[114,1,114,2],[115,1,115,2],[116,1,116,2],[117,1,117,2],[118,1,118,2],[119,1,119,2],[120,1,120,4],[121,0,121,4],[122,1,122,2],[123,1,123,2],[124,1,124,2],[125,1,125,4],[126,0,126,4],[138,1,138,4],[139,0,139,4],[140,1,141,1],[142,1,142,4],[143,0,143,4],[152,1,153,1],[154,1,155,1],[156,1,157,1],[158,1,158,4],[159,0,159,4],[160,1,161,1],[162,1,164,1],[165,1,168,1],[169,1,169,4],[170,0,170,4],[171,1,172,1],[173,1,175,1],[176,1,177,1],[178,1,179,1],[183,1,183,4],[184,0,184,4],[186,1,186,4],[187,0,187,4],[189,1,189,4],[190,0,190,4],[191,1,194,1],[195,1,198,1],[200,1,200,4],[201,0,201,4]]}
["花都区老城区停车场改造项目（分项目一：洪秀全纪念广场项目）检测监测"]
["序号","检测项目","检测方法","检测数量（暂定）","计量单位","含税单价","含税合计","备注"]
[]
["一、地基与基础"]
[1.1,"预制管桩","低应变",20,"根"]
[null,null,"单桩竖向抗压静载",2,"根",null,null,"以极限承载力1000~3000kN计"]
[{"$nulls":3},2,"根",null,null,"以极限承载力3000~5000kN计"]
[null,null,"单桩竖向抗拔静载",2,"根",null,null,"以极限承载力500~1000kN计"]
[{"$nulls":3},2,"根",null,null,"以极限承载力1000~3000kN计"]
[null,null,"高应变",5,"根",null,null,"以极限承载力1000~3000kN计"]
[{"$nulls":3},5,{"$nulls":3},"以极限承载力3000~5000kN计"]
[1.2,"灌注桩","钻芯法【400（孔径101mm）】",200,"米"]
[null,null,"低应变",10,"根"]
[null,null,"声波透射法",200,"管米"]
[null,null,"单桩竖向抗拔静载",1,"根",null,null,"以极限承载力1000~3000kN计"]
[{"$nulls":3},1,"根",null,null,"以极限承载力3000~5000kN计"]
[null,null,"单桩竖向抗压静载",1,"根",null,null,"以极限承载力5000~10000kN计"]
[1.3,"天然地基","轻型动力触探试验",10,"米",null,null,"以260孔计，每孔3米"]
[null,null,"标准贯入试验",10,"米",null,null,"以260孔计，每孔3米"]
[null,null,"基础锚杆抗拔试验",3,"根"]
[null,null,"平板载荷试验",3,"试验点",null,null,"以极限承载力≤500kN计"]
[1.4,"基坑支护","灌注桩低应变",10,"根"]
[null,null,"搅拌桩钻芯法",200,"米"]
[null,null,"土钉抗拔试验",8,"根"]
[null,null,"支护锚杆验收试验",8,"根"]
[null,null,"支护锚杆锁定力",8,"根"]
[null,null,"喷射混凝土厚度",8,"点"]
[null,null,"抽水试验",2,"点"]
["1.5","加荷体吊装和运输费",null,1,"次"]
["1.6","小计（元）",{"$nulls":4},{"$f":"SUM(G5:G29)","v":0}]
["二、基坑监测"]
[2.1,"埋设费","高程基准点",3,"点",null,null,"不少于3个"]
[null,null,"平面基准点",3,"点",null,null,"不少于3个"]
[null,null,"桩（坡）顶水平位移",25,"点",null,null,"监测点间距不宜大于20m,每边不宜少于3个"]
[null,null,"桩（坡）顶竖向位移",25,"点",null,null,"监测点间距不宜大于20m,每边不宜少于3个"]
[null,null,"周边道路竖向位移",15,"点",null,null,"水平距离每15m~25m布1点"]
[null,null,"周边管线竖向位移",20,"点",null,null,"水平距离每15m~25m布1点"]
[null,null,"立柱竖向位移",10,"点",null,null,"建筑四角、每15m~25m布1点"]
[null,null,"周边建筑竖向位移",20,"点",null,null,"建筑四角、每10m~15m布1点，不应少于3个"]
[null,null,"周边建筑倾斜",8,"点",null,null,"每栋建筑物布1个"]
[null,null,"锚锚应力",10,"点",null,null,"每栋不少于1组"]
[null,null,"支撑轴力",10,"点",null,null,"共2层，每层不应少于3个，共30个"]
[null,null,"深层水平位移（测斜）",9,"点"]
[{"$nulls":3},3,"点",null,null,"剖面间距为20m~40m，且不宜少于3个"]
[null,null,"地下水位",12,"点",null,null,"不应少于总数5%，且不宜少于3个"]
[2.2,"监测费","高程基准点",{"$f":"1*8","v":8},"km.次",null,null,"1~2月复测1次"]
[null,null,"平面基准点",{"$f":"3*8","v":24},"点.次",null,null,"1~2月复测1次"]
[null,null,"桩（坡）顶水平位移",2800,"点.次"]
[null,null,"桩（坡）顶竖向位移",1500,"元/点.次"]
[null,null,"周边道路竖向位移",800,"点.次"]
[null,null,"周边管线竖向位移",1300,"点.次"]
[null,null,"立柱竖向位移",700,"点.次"]
[null,null,"周边建筑竖向位移",700,"点.次"]
[null,null,"周边建筑倾斜",700,"点.次"]
[null,null,"锚锚应力",700,"点.次"]
[null,null,"支撑轴力",500,"点.次"]
[null,null,"技术费","监测费×22%"]
[null,null,"深层水平位移（测斜）",{"$f":"9*120","v":1080},"孔.次"]
[{"$nulls":3},{"$f":"3*120","v":360},"孔.次"]
[null,null,"地下水位",{"$f":"12*120","v":1440},"孔.次"]
[2.3,"小计（元）",{"$nulls":4},{"$f":"SUM(G32:G60)","v":0}]
["三、实体结构"]
[3.1,"钻芯法检测混凝土抗压强度",null,5,"组"]
[3.2,"混凝土构件氯离子检测",null,5,"组"]
[3.3,"结构实体钢筋保护层厚度检验",null,30,"构件"]
[3.4,"结构实体钢筋间距检验",null,30,"构件"]
[3.5,"结构实体位置与尺寸偏差检验",null,40,"构件"]
[3.6,"植筋拉拔试验",null,20,"根"]
["3.7","小计（元）",{"$nulls":4},{"$f":"SUM(G63:G68)","v":0}]
["四、原材料检测"]
[4.1,"水泥","细度(比表面积法)、凝结时间、标准稠度用水量、安定性、胶砂强度",10,"组"]
[4.2,"细集料","筛分、表观密度、堆积密度、紧密密度、泥块含量、含泥量",2,"组"]
[4.3,"粗集料","筛分析、表观密度(标准法)、堆积密度和紧密密度、含泥量、泥块含量、针状和片状总含量",2,"组"]
[4.4,"外加剂（膨胀剂）","凝结时间、抗压强度",1,"组"]
[4.5,"粉煤灰","细度、需水量比、含水量、烧失量",2,"组"]
[4.6,"混凝土","抗压强度",300,"组"]
[null,null,"抗渗性能",20,"组"]
[null,null,"配合比设计",4,"组"]
[4.7,"砂浆","抗压强度/抗压强度（需成型养护）",60,"组"]
["4.8","预拌砂浆（干混抹灰）","稠度200、抗压强度（需成型养护）500、保水率200、凝结时间500、2h稠度损失率400、14d拉伸粘结强度500",1,"组"]
["4.9","预拌砂浆（干混地面）","稠度、抗压强度（需成型养护）、保水率、凝结时间、2h稠度损失率",1,"组"]
[5.7,"预拌砂浆（干混砌筑）","稠度、抗压强度（需成型养护）、保水率、凝结时间、2h稠度损失率",1,"组"]
["4.10","聚合物水泥防水砂浆","凝结时间、抗渗压力、柔韧性（横向变形能力、粘结强度（无处理）",1,"组"]
["4.11","钢材","原材力学性能（屈服强度、抗拉强度、断后伸长率、冷弯）",5,"组",null,null,"如需加工200元/组。"]
[6.7,"钢筋原材","重量偏差、拉伸（屈服强度、抗拉强度、断后伸长率/最大力总伸长率）、弯曲性能、反向弯曲",79,"组"]
["4.12","钢筋焊接","抗拉强度",50,"组"]
["4.13","机械连接","抗拉强度",50,"组"]
[7.7,"机械连接","抗拉强度、残余变型",4,"组",null,null,"工艺 "]
["4.14","镀锌钢管","拉伸试验、弯曲试验或压扁试验、涂层质量、附着力、均匀性试验",7,"组"]
["4.15","焊条","尺寸、焊条偏心度、抗拉强度、冲击试验",2,"组"]
[8.7,"UPVC排水管材","尺寸偏差、维卡软化温度、拉伸屈服应力、落锤冲击试验",4,"组"]
["4.16","UPVC排水管件","尺寸、维卡软化温度、烘箱试验、坠落试验",8,"组"]
["4.17","镀锌钢管","拉伸试验、弯曲试验或压扁试验、涂层质量、附着力、均匀性试验",4,"组"]
[9.7,"阀门（止回阀、蝶阀、球阀）","壳体试验（液体）、密封试验（液体高压）",2,"组"]
["4.18","安全带","整体动态负荷、整体静态负荷",1,"组"]
["4.19","安全帽","下颏带的强度、佩戴高度、冲击吸收性能（高温50℃、低温-10℃、耐穿刺性能（高温50℃、低温-10℃",1,"组"]
[10.7,"安全网","②密目式立网（网目密度、耐冲击性能、耐贯穿性能、阻燃性能",1,"组"]
["4.20","脚手架扣件","抗滑性能、抗破坏性、扭转刚度、抗拉性能",1,"组"]
["4.21","混凝土拌合物","氯离子含量（现场）",2,"组"]
[11.7,"预铺防水卷材","拉伸性能、不透水性、厚度、耐热性",1,"组"]
["4.22","聚合物水泥防水涂料","拉伸性能无处理拉伸强度/拉力/断裂伸长率、低温柔性、不透水性",1,"组"]
["4.23","聚氨酯防水涂料","干燥时间、拉伸性能、低温弯折性、不透水性",1,"组"]
[12.7,"水泥基渗透结晶型防水材料","细度、含水率、施工性、湿基面粘结强度、28天砂浆抗渗性能",1,"组"]
["4.24","钢绞线","最大力/抗拉强度、最大力总伸长庇、规定非比例延伸力",1,"组"]
["4.25","锚夹具","洛氏硬度",1,"个"]
[13.7,"陶瓷砖","吸水庇、尺寸和表面质量、尺寸允许偏差、断裂模数、破坏强度",1,"组"]
["4.26","建筑材料有害物质含量","游离甲醛",2,"组"]
["4.27","击实试验",null,2,"组"]
[14.7,"压实度",null,120,"点"]
["4.28","透水路面砖","抗折强度、劈裂抗拉强度、透水系数",2,"组"]
["4.29","内墙腻子","容器中的状态、施工性、干燥时间、",1,"组"]
[4.3,"小计（元）",{"$nulls":4},{"$f":"SUM(G71:G111)","v":0}]
["五、室内环境质量检测"]
[5.1,"甲醛",null,18,"点"]
[5.2,"氨",null,18,"点"]
[5.3,"苯",null,18,"点"]
[5.4,"甲苯",null,18,"点"]
[5.5,"二甲苯",null,18,"点"]
[5.6,"TVOC",null,18,"点"]
[5.7,"氡气",null,18,"点"]
[5.8,"小计（元）",{"$nulls":4},{"$f":"SUM(G114:G120)","v":0}]
["六、建筑声学"]
[6.1,"室内噪声级",null,4,"点"]
[6.2,"楼板撞击声隔声",null,1,"组"]
[6.3,"空气声隔声",null,1,"组"]
[6.4,"小计（元）",{"$nulls":4},{"$f":"SUM(G123:G125)","v":0}]
["七、水电材料检测"]
[7.1,"电线电缆","标志、导体电阻、耐压试验、绝缘电阻、结构尺寸、老化前机械性能",5,"组",null,null,"单芯"]
[7.2,"电线电缆","导体电阻",2,"组",null,null,"单芯"]
[7.3,"电线电缆","单根燃烧",2,"组"]
[7.4,"开关","标志、尺寸、防触电保护、接地措施、结构、耐热性、爬电距离、电气间隙、耐非正常热",2,"组"]
[7.5,"电工套管","外观、尺寸、冲击性能、弯曲性能、耐热性能、电气性能（绝缘强度、绝缘电阻）",1,"组"]
[7.6,"漏电开关","标志、电气间隙和爬电距离、温升、剩余电流动作特性、介电性能",1,"组"]
[7.7,"插座","标志、尺寸、防触电保护、接地措施、结构、拔出手头所需的力、耐热性、爬电距离、电气间隙、耐非正常热",1,"组"]
[7.8,"镀锌线管","尺寸、外观与结构、压力试验、弯曲性能、电气性能（电阻）",1,"组"]
[7.9,"空气断路器","标志、电气间隙和爬电距离、温升、介电性能、时间-电流特性试验",1,"组"]
[7.1,"桥架","尺寸、镀（涂）层附着力、镀（涂）层均匀性",1,"组"]
[7.11,"灯具","标记、结构、爬电距离和电气间隙、接地规定、接线端子、外部接线和内部接线、防触电保护、绝缘电阻和电气强度、耐热、耐火和耐起痕",1,"组"]
[7.12,"小计（元）",{"$nulls":4},{"$f":"SUM(G128:G138)","v":0}]
["八、现场检测"]
[8.1,"海绵城市","透水铺装渗透系数",1,"处",null,null,"同一类型的透水铺装设施抽检不应少于2处"]
[8.2,null,"土壤渗透系数",1,"处",null,null,"同一类型的设施抽检不应少于2处"]
[8.3,"小计（元）",{"$nulls":4},{"$f":"SUM(G141:G142)","v":0}]
["九、节能原材料检测"]
[9.1,"加气混凝土砌块","导热系数、密度、抗压强度",1,"组"]
[9.2,"玻化微珠保温砂浆 ","导热系数、密度、抗压强度",1,"组"]
[9.3,"增强网","力学性能、抗腐蚀性能",1,"组"]
[9.4,"外饰面材料 ","太阳辐射吸收系数",1,"组"]
[9.5,"门窗中空玻璃光学性能","遮阳系数、可见光透射比",1,"组"]
[9.6,"门窗中空玻璃密封性能","露点",1,"组"]
[9.7,"门窗三性","气密性、水密性、抗风压性（每组3件）",1,"组",null,null,"规格1.5m x 1.5m以内"]
[9.8,"挤塑聚苯板","导热系数、密度、抗压强度",2,"组"]
[9.9,"建筑材料及\n制品燃烧性能分级","A-A2 级",1,"组"]
[9.1,null,"B1、B2级",2,"组",null,null,"墙面保温塑料 +600"]
[9.11,"铺地材料燃烧性能分级","A-A2 级",1,"组"]
[9.12,null,"B1、B2级",2,"组"]
[9.13,"配电与照明工程","照明灯具光电性能 光效、功率、功率因数、谐波含量值",1,"组"]
[9.14,null,"每芯导体电阻",2,"组"]
[9.15,"小计（元）",{"$nulls":4},{"$f":"SUM(G145:G158)","v":0}]
["十、节能其他现场检测"]
[10.1,"墙面构造工程","墙体传热系数",1,"组"]
[10.2,null,"墙体节能构造抽芯",1,"组"]
[10.3,"配电与照明工程","平均照度",5,"处"]
[10.4,null,"照明功率密度",5,"处"]
[10.5,null,"电能质量（谐波电压、电流）",1,"系统"]
[10.6,"通风与空调系统工程","系统总风量",1,"台"]
[10.7,null,"风口风量",5,"个"]
[10.8,null,"风机单位风量耗功率",2,"台"]
[10.9,null,"风管严密性及强度",2,"规格"]
[10.1,"小计（元）",{"$nulls":4},{"$f":"SUM(G161:G169)","v":0}]
["十一、智能工程检测"]
[11.1,"安防视频监控系统","数字视频管理平台软件",1,"组"]
[11.2,null,"摄像机",6,"组"]
[11.3,"停车场管理系统","系统软件设备",1,"组"]
[11.4,null,"入口设备",1,"组"]
[11.5,null,"出口设备",1,"组"]
[11.6,"电子巡查系统","系统管理功能",1,"组"]
[11.7,null,"探测器",8,"组"]
[11.8,"应急广播系统","系统功能",1,"组"]
[11.9,null,"系统性能",1,"组"]
[11.1,"机房工程","系统功能",1,"组"]
[11.11,"防雷与接地","系统功能",1,"组"]
[11.12,"电源系统","稳态电压、稳态频率 ",1,"组"]
[11.13,"小计（元）",{"$nulls":4},{"$f":"SUM(G172:G183)","v":0}]
["十二、消防检测"]
[12.1,"消防设施检测","消防设施检测",15923,"m2"]
[12.2,"小计（元）",{"$nulls":4},{"$f":"+G186","v":0}]
["十三、防雷检测"]
[13.1,"防雷设施检测","防雷设施检测",15923,"m2"]
[13.2,"小计（元）",{"$nulls":4},{"$f":"+G189","v":0}]
["十四、高支模"]
[14.1,"埋设费","模板沉降埋设",10,"点"]
[14.2,null,"支架水平位移埋设",10,"点"]
[14.3,null,"立杆轴力埋设",10,"个"]
[14.4,null,"立杆倾角埋设",10,"个"]
[14.5,"监测费","模板沉降",50,"点.次"]
[14.6,null,"支架水平位移",60,"点.次"]
[14.7,null,"立杆轴力",60,"点.次"]
[14.8,null,"立杆倾角",60,"点.次"]
[14.9,"技术费","监测费*22%"]
[14.1,"小计（元）",{"$nulls":4},{"$f":"SUM(G192:G200)","v":0}]
["总计",{"$nulls":5},{"$f":"+G30+G61+G69+G112+G121+G126+G139+G159+G143+G170+G184+G187+G190+G201","v":0}]