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[null,"花都区老城区停车场改造项目(分项目三：花都区老干部活动中心项目)检测监测"]
["报价清单"]
["投标报价  ",null,"（小写）："]
[null,null,"（大写）："]
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["招  标  人：",{"$nulls":3},"投标人："]
[null,null,"（单位盖章）",null,null,"(单位盖章)"]
["法定代表人  \n\n或其授权人：",{"$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)"]

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["花都区老城区停车场改造项目(分项目三：花都区老干部活动中心项目)检测监测--检测清单"]
["序号","项目名称","检测项目内容","计费单位","检测数量","单价（元）","合价（元）","工程量总量","检测依据","检测频率","报价依据","说明"]
["一","基坑支护工程检测"]
["1.1","灌注桩","低应变法","根",10,{"$nulls":3},"1.中华人民共和国行业标准《建筑基坑支护技术规范》（JGJ120-2012）；\n2.广州市基坑支护质量检测工作的通知(穗建质[2010]897号)；\n3.广东省标准《建筑地基基础检测规范》（DBJ/T 15-60-2019）；\n4.图纸设计要求及委托方要求。\n","抽检数量不宜少于总桩数的20%，且不得少于10根。","/"]
["1.2","三轴搅拌桩","钻芯法（5根）","米",91,{"$nulls":4},"抽检桩数不应少于总桩数的1%，且不少于6根。","/","共检测5根，单桩有效桩长约17.2米，单桩加持力层1米，共约91米。"]
["1.3","钢管土钉","土钉抗拔验收试验","根",3,{"$nulls":4},"抽检数量应为土钉总数的1%，同一土层不得少于10根。","/","土钉抗拔力为60kN。"]
["1.4","锚索","锚索抗拔验收试验","根",2,{"$nulls":4},"支护锚索应进行验收试验，抽检数量不应少于锚索总数的5%，且同一岩土层不得少于6根。","/","锚索轴力标准值270kN～420kN。"]
["1.5",null,"锚索持有荷载试验（锁定力测试）","根",1,{"$nulls":4},"锁定力测试，抽检数量不应少于锚索总数的5%，且同一岩土层不得少于6根。","/","锚索锁定力220kN～340kN。"]
["1.6",null,"锚索基本试验","根",1,{"$nulls":4},"不宜少于3根。","/","3束1×7φs15.2最大力值为625kN；4束1×7φs15.2最大力值为833kN；。"]
["1.7","喷射混凝土","喷射混凝土厚度检测（10组）","点",6,{"$nulls":4},"抽检数宜每100㎡墙面积一组，每组不少于3点。","/","3点/组"]
[1.8,"小计（元）",{"$nulls":4},{"v":0,"d":"0.00"},null,"/","/","/"]
["二","桩基础工程检测"]
["2.1","灌注桩","钻芯法（3根）                                  桩径＜1500mm","米",{"v":200,"d":"200.00"},{"$nulls":3},"1. 广东省标准《建筑地基基础检测规范》DBJ/T 15-60-2019；\n2. 中华人民共和国行业标准《建筑基桩检测技术规范》（JGJ106-2014）；\n3. 《关于规范建筑工程地基基础检测工作的通知》穗建规字[2020]30号；\n4．图纸设计要求及委托方要求。\n","\n1、对于桩径≥1500mm的柱下桩，每个承台下的桩应采用钻芯法或声波透射法抽检，抽检数量不少于该承台下桩总数的30%且不少于1根；其中，钻芯法抽检的数量不少于桩总数的5%（复杂岩溶区域宜适当增加）；\n2、对于桩径＜1500mm的柱下桩、非柱下桩，应采用钻芯法或声波透射法抽检，抽检数量不少于相应桩总数的30%且不少于20根；其中，钻芯法抽检的数量不少于桩总数的5%；\n3、对未抽检到的其余桩，宜采用低应变法检测。\n","/"]
[null,null,"声波透射法（10根）\n桩径＜1500mm","管·米",{"v":200,"d":"200.00"},{"$nulls":5},"/"]
[null,null,"钻芯法（4根）\n桩径≥1500mm","米",{"v":200,"d":"200.00"},{"$nulls":5},"/"]
[null,null,"声波透射法（12根）\n桩径≥1500mm","管·米",{"v":200,"d":"200.00"},{"$nulls":5},"/"]
[null,null,"低应变法","根",{"v":8,"d":"8.00"},{"$nulls":5},"/","对未抽检到的其余桩，宜采用低应变法检测。"]
["2.1","灌注桩","单桩竖向抗压静载试验 \n (实物工作费)","根",{"v":1,"d":"1.00"},{"$nulls":4},"抽检数量不少于单位工程桩总数的1%，且不少于3根；当单位工程桩总数在50根以内时，不少于2根。","/"]
[null,null,"单桩竖向抗压静载试验 \n (技术服务费)","根",{"v":1,"d":"1.00"}]
[null,null,"单桩竖向抗拔静载试验 \n (实物工作费)","根",{"v":1,"d":"1.00"},{"$nulls":4},"抽检数量不少于单位工程桩总数的1%，且不少于3根；当单位工程桩总数在50根以内时，不少于2根。","/"]
[null,null,"单桩竖向抗拔静载试验 \n (技术服务费)","根",{"v":1,"d":"1.00"}]
["2.2","管桩","低应变法","根",8,{"$nulls":4},"单位工程抽检桩数不应少于总桩数的20%，不得少于10根，每个柱下承台抽检桩数不应少于1根。","/"]
[null,null,"单桩竖向抗压静载试验\n （实物工作费）","根",1,{"$nulls":4},"抽检数量不少于单位工程桩总数的1%，且不少于3根；当单位工程桩总数在50根以内时，不少于2根。","/"]
[null,null,"单桩竖向抗压静载试验 \n（技术服务费）","根",1]
[2.3,"天然地基","轻型圆锥动力触探试验 （10孔）","米",10,{"$nulls":4},"抽检数量为每200m2不少于1个孔，且总数不得少于10孔，每个独立柱基下不得少于1孔，基槽每20延米不得少于1孔。","粤建检协［2015］8号文1.18.3","地基承载力特征值不小于150kPa。（3.9m/孔）"]
[2.4,null,"平板载荷试验              \n（实物工作费）","点",3,{"$nulls":4},"抽检数量为每500m2不少于1个点，且总数不得少于3点。","粤建检协［2015］8号文1.3.1"]
[2.5,null,"平板载荷试验        \n（技术服务费）","点",3]
["2.6","加荷体吊装和运输费",null,"次",{"v":1,"d":"1.00"},null,null,"/","/","/","/"]
["2.38","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"},"/","/","/","/"]
["三","常规材料见证取样检测"]
["3.1","混凝土试块","抗压强度","组",120,{"$nulls":3},"GB/T 50081-2019","同一混凝土配合比每拌制100盘且不超过100m3时取样不得少于一次。"]
["3.2","混凝土抗渗","抗渗强度","组",15,{"$nulls":3},"GB/T 50082-2009","同一工程部位、同一配合比的混凝土，取样不应少于一次。"]
["3.3","混凝土配合比","配合比设计/验证","组",3,{"$nulls":3},"JGJ 55-2011"]
["3.4","混凝土拌合物","氯离子含量（现场）","组",4,{"$nulls":3},"JGJ/T 322-2013","同一预拌混凝土单位、同一配合比的混凝土，至少检验一次。"]
["3.5","水泥土配比","配合比设计/验证","组",1,{"$nulls":3},"JGJ/T 233-2011"]
["3.6","砂浆试块","抗压强度","组",50,{"$nulls":3},"JGJ/T 70-2009","砂浆试件留置组数按每一楼层或250m3砌件的各种标号的砂浆，每次至少应制作一组试件。"]
["3.7","预拌砂浆","保水率、抗压强度、凝结时间、拉伸粘结强度、稠度、稠度损失率","组",3,{"$nulls":3},"GB/T 25181-2010","按同品种、同规格型号"]
["3.8","聚合物抗裂砂浆","可操作时间、拉伸粘结强度、压折比","组",1,{"$nulls":3},"JG/T 158-2013","粉状产品：同种产品、同一级别、同一规格30吨为一批。"]
["3.9","聚合物水泥防水砂浆","抗折强度、抗压强度、凝结时间","组",1,{"$nulls":3},"JC/T 984-2011","同一类别产品、每50t为一批，不足50t亦可作为一批。"]
["3.10","砂","筛分析、含泥量、泥块含量、堆积密度、表观密度、吸水率","组",3,{"$nulls":3},"GB/T 14684-2022","按同分类、类别及日产量组批，日产量不超过4000t，每2000t为一批，不足2000t亦为一批；日产量超过4000t，按每条生产线连续生产每8h产量为一批，不足8h亦为一批。"]
["3.11","陶粒","堆积密度、1h吸水率、含泥量、泥块含量、沸煮质量损失、颗粒级配","组",1,{"$nulls":3},"GB/T 17431.1-2010","按类别、名称、密度等级每400m3为一批，不足400m3亦按一批计。"]
["3.12","石","颗粒级配、含泥量、泥块含量、表观密度、堆积密度、松散密度、压碎值、针片状颗粒含量","组",1,{"$nulls":3},"JGJ 52-2006","400m3或600t为一批"]
["3.13","水泥","比表面积、安定性、凝结时间、胶砂强度、标准稠度用水量、密度","组",5,{"$nulls":3},"GB 175-2007","同品种、标号、批号及同时进场的袋装水泥200t为一批，散装500t为一批，每批抽样不少于一次。"]
["3.14","外加剂","减水率、抗压强度比、泌水率比、凝结时间差","组",1,{"$nulls":3},"GB 8076-2008","同一品种型号、同一批次为一批。"]
["3.15","掺和料","粉煤灰：细度,烧失量,含水量,三氧化硫,需水量比,游离氧化钙，活性指数，安定性；","组",1,{"$nulls":3},"GB/T 1596-2017\n\nGB/T 18046-2017"]
["3.16",null,"矿渣粉：流动度比,活性指数,密度,三氧化硫,烧失量,含水量","组",1,{"$nulls":3},"GB/T 1596-2017\n\nGB/T 18046-2017"]
["3.17","钢筋原材力学性能检验（含抗震钢筋）","力学性能（屈服强度、抗拉强度、断后伸长率、弯曲）、重量偏差、最大力总伸长率","组",89,{"$nulls":3},"GB/T 1499.1-2017  GB/T1499.2-2018","按同一牌号、同规格、同炉号、同一交货状态的每60t钢筋为一批，不足60t按60t计。"]
["3.18","钢筋焊接","抗拉强度","组",100,{"$nulls":3},"JGJ 18-2012","300个同牌号、同直径钢筋焊接接头应作为一批，不足300个时，仍作为一批。"]
["3.19","钢筋机械连接","抗拉强度","组",60,{"$nulls":3},"JGJ 107-2010","同一施工条件下采用同一批材料的同等级、同形式、同规格接头以500个为一验收批，不足500个也为一批。"]
["3.20","不锈钢管","拉伸试验、弯曲试验、压扁试验","组",1,{"$nulls":3},"YB/T 5363-2016","同一炉号、同一牌号、同一规格和同一生产工艺的钢管为一批，外径或长边不大于108mm时，每批500根，外径或长边大于108mm不大于200mm时，每批300根；外径或长边大于200mm时，每批100根。（拉伸在不同根钢管取2个试样，弯曲、压扁各取1个试样）"]
["3.21","钢塑复合管","结合强度、弯曲试验、尺寸、压扁性能","组",1,{"$nulls":3},"GB/T 28897-2021","同一炉号、同一牌号、同一规格、同一复合工艺、相同塑层材料的钢塑管为一批，每批钢塑管数量应不超过如下规定：DN＜200mm，1000根；200mm≤DN＜500mm，500根；DN≥500mm，200根。"]
["3.22","球墨铸铁管","尺寸、密封试验、抗拉强度、伸长率","组",1,{"$nulls":3},"GB/T 13295-2019","每批应由同一公称直径、同一接口型式、同一壁厚级别组成。"]
["3.23","金属管材（热浸镀锌钢管、无缝钢管等）","力学性能（屈服强度、抗拉强度、伸长率）、镀锌层质量","组",1,{"$nulls":3},"GB/T 3091-2018","同一牌号、同一炉号、同一规格、同一焊接工艺、同一热处理制度、同一镀锌层的钢管为一批。"]
["3.24","混凝土实心砖","抗压强度、密度","组",1,{"$nulls":3},"GB/T 21144-2007","每10万块为一批，不足10万块按一批计。"]
["3.25","蒸压加气混凝土砌块","抗压强度、干密度","组",5,{"$nulls":3},"GB/T 11968-2020","同品种、同规格、同级别的砌块，以3万块为一批，不足3万块亦为一批。"]
["3.26","陶瓷砖","破坏强度、吸水率、断裂模数、外观质量、尺寸偏差","组",5,{"$nulls":3},"GB/T 4100-2015、\nJC/T 2195-2013","同品种、同规格为一批。"]
["3.27","防水卷材","拉伸性能、热处理尺寸变化率、低温弯折性、不透水性、抗冲击性能、接缝剥离强度、热老化","组",1,{"$nulls":3},"GB 18243-2008、\nGB 18242-2008","以同一类型、同一规格10000m2一批，不足10000m2亦可作为一批。"]
["3.28","聚合物水泥防水涂料","拉伸性能、固体含量、不透水性、粘结强度、抗渗性","组",1,{"$nulls":3},"GB/T 23445-2009","以同一类型的10t产品为一批，不足10t也作为一批。"]
["3.29","聚氨酯防水涂料","拉伸性能（拉伸强度、断裂伸长率）、表干时间、实干时间、固体含量、不透水性、低温弯折性、撕裂强度","组",1,{"$nulls":3},"GB/T 19250-2013","同一类型、同一规格15t为一批，不足15t亦为一批。"]
["3.31","内墙涂料","容器中状态、施工性、涂膜外观、干燥时间、耐碱性、耐洗刷性、低温稳定性","组",1,{"$nulls":3},"GB/T 9756-2018","对同一生产厂生产的相同包装的产品进行取样 "]
["3.32","外墙涂料","施工性、涂膜外观、耐碱性、耐洗刷性、耐水性","组",1,{"$nulls":3},"GB/T 9755-2014","对同一生产厂生产的相同包装的产品进行取样"]
["3.33","腻子","施工性、打磨性、干燥时间、容器中状态、初期干燥抗裂性","组",2,{"$nulls":3},"JG/T 157-2009、JG/T 298-2010","对同一生产厂生产的相同包装的产品进行取样"]
["3.34","路面标线涂料","玻璃珠含量、抗压强度、涂料耐碱性、耐水性/早期耐水性、涂料不沾胎干燥时间、密度、涂料涂膜外观、涂料施工性能、容器中状态、涂料粘度、流动度","组",1,{"$nulls":3},"JT/T 280-2004"]
["3.35","陶瓷砖胶粘剂","拉伸胶粘原强度、浸水后的拉伸胶粘强度、热老化后的拉伸胶粘强度、晾置时间，20min拉伸胶粘强度","组",1,{"$nulls":3},"JC/T 547-2017","连续生产、同一配料工艺条件制得的C类产品100t为一批，其它产品10t为一批。"]
["3.36","陶瓷砖填缝剂","抗折强度、抗压强度、吸水量、收缩值","组",1,{"$nulls":3},"JC/T 1004-2017","连续生产，同一配料工艺条件制得的产品为一批。CG类产品50t为一批，rg类产品10t为一批。（每批抽取12kg样品，分为两份，一份检验，一份留样备用。）"]
["3.37","遇水膨胀橡胶","体积膨胀率、高温流淌性、低温试验","组",1,{"$nulls":3},"GB/T 18173.3-2014","以每月同标记的膨胀橡胶产量为一批；每批抽取两根"]
["3.38","密封胶","定伸粘结性,23℃拉伸模量,下垂度（垂直、水平）,弹性恢复率,挤出性,表干时间","组",1,{"$nulls":3},"GB/T 14683-2017","同一品种、同一类型产品每5t为一批，不足5t按一批计。"]
["3.39","环氧树脂植筋胶","钢对钢拉伸抗剪强度,不挥发物含量,劈裂抗拉强度,抗弯强度,抗压强度","组",1,{"$nulls":3},"GB 50728-2011"]
["3.40","钢丝网骨架塑料（聚乙烯）复合管材及管件","受压开裂稳定性、短期静液压强度、规格尺寸、外观和颜色","组",1,{"$nulls":3},"CJ/T 189-2007","同一批原料、同一配方和工艺情况下生产的同一规格管材为一批，管材内径≤500mm时，不超过60t为一批。生产周期10天尚不足5千米，则以10天产量为一批。"]
["3.41","PVC-U排水管件","外观、尺寸、烘箱试验、坠落试验","组",2,{"$nulls":3},"GB/T 5836.2-2018","同一原料、配方和工艺情况下生产的同一规格管材为一批。当dn＜75mm时，每批数量不超过10000件，当dn≥75mm时，每批数量不超过5000件。如果生产7天仍不足规定数量，以7天生产量为一批。"]
["3.42","PVC-U排水管材","外观、尺寸、维卡软化温度、落锤冲击试验、拉伸屈服性能","组",2,{"$nulls":3},"GB/T 5836.1-2018","相同混配料和工艺生产的同一规格、同一类型的管材作为一批。当dn≤75mm时，每批数量不超过80000M;75mm＜dn≤160mm，每批数量不超过50000m；当160mm＜dn≤315mm时，每批数量不超过30000m。如果生产7天仍不足规定数量，以7天生产量为一批。"]
["3.43","PVC-U塑料管道用胶粘剂","外观、粘度、水压爆破强度、粘结强度","组",1,{"$nulls":3},"QB/T 2568-2002","同一原料、配方和工艺条件下生产的胶粘剂为一批，每批数量不超过10t。"]
["3.44","HDPE管材","外观、尺寸、静液压实验、环刚度、管材纵向回缩率","组",1,{"$nulls":3},"CJ/T 250-2018","相同原料、配方和工艺连续生产的同一规格管材作为一批，每批数量不超过100t。生产7d不足100t，则以7天产量为一批。"]
["3.45","HDPE管件","外观、尺寸、静液压实验、管件加热烘箱试验","组",1,{"$nulls":3},"CJ/T 250-2018","相同原料、配方和工艺连续生产的同一规格管材作为一批，每批数量不超过5000件。生产7d不足批量，则以7天产量为一批。"]
["3.46","阀门","上密封试验、壳体试验、密封试验","组",2,{"$nulls":3},"GB/T 13927-2008"]
["3.47","HDPE双壁波纹管","尺寸、环刚度、环柔性、烘箱试验","组",2,{"$nulls":3},"GB/T 19472.1-2019","同一批原料、同一配方和工艺情况下生产的同一规格管材为一批，管材内径≤500mm时，不超过60t为一批。"]
["3.48","电缆桥架","尺寸、附着力、均匀性、机械载荷试验","组",1,{"$nulls":3},"JB/T 10216-2013","同材料、同工艺、同规格、同一生产批次的产品为一批。\n取样数量：同批产品数量的2%，至少3件(含相关连接附件)"]
["3.49","铝合金型材","韦氏硬度、壁厚、膜厚","组",2,{"$nulls":3},"GB/T 5237.1～5237.5-2008","每批由同一牌号、状态、规格、同一表面处理方法的材料组成，批重不限。"]
["3.50","铝单板","尺寸、涂层厚度、硬度、附着力","组",1,{"$nulls":3},"GB/T 23443-2009","同一品种、同一颜色、同一生产批次（连续生产）、实际交货量每3000m²组成一个检验批。"]
["3.51","安全网","网目密度、耐冲击性能、耐贯穿性能、阻燃性能","组",1,{"$nulls":3},"GB 5725-2009","同类别、同规格的网为一检验批"]
["3.52","钢管脚手架扣件","抗滑性能、抗拉性能、抗破坏性、扭转刚度","组",1,{"$nulls":3},"GB 15831-2006","每批扣件必须大于280件。 当批量超过10000件，超过部分应作另一批抽样。取样8件",null,null,4800]
["3.53","安全帽","冲击吸收性能、耐穿刺性能","组",1,{"$nulls":3},"GB 2811-2019","以一次投料生产为一批次，1-499顶每项目每状态1顶；500-4999顶每项目每状态2顶。"]
["3.54","安全带","整体静态负荷、整体动态负荷","组",1,{"$nulls":3},"GB 6095-2009","每批次抽样检验，1-500条每项目3条；501-5000条每项目5条"]
["3.55","灰砂砖","抗压强度","组",1,{"$nulls":3},"GB/T 11945-2019 ","以同一批原材料、同一生产工艺、同一规格尺寸，强度等级相同的10万块且不超过1000m3 的产品为一批，不足10万块亦按一批计"]
["3.56","透水砖","抗折强度、劈裂抗拉强度、渗水系数","组",1,{"$nulls":3},"GB/T 25993-2010","同一批原材料、同一生产工艺生产、通标记的1000m2透水块材为一批，不足1000m2按一批计。"]
["3.57","混凝土路面砖","抗折强度、抗压强度","组",1,{"$nulls":3},"GB/T 28635-2012","同一类别、同一规格、同一强度等级，铺装面积3000平方米为一批；不足3000平方米按一批计。"]
["3.58","混凝土路缘石","抗压强度","组",1,{"$nulls":3},"JC/T 899-2016","同一类别、同一型号、同一规格、同一强度等级，每20000件为一批；不足20000件，按一批计。"]
["3.59","短纤针刺非织造土工布","纵横向撕破强力,垂直渗透系数,等效孔径,厚度偏差率,单位面积质量偏差率,顶破强力,标称断裂强度对应伸长率,纵横向断裂强度","组",1,{"$nulls":3},"GB/T 17638-2017","按交货批号的同一品种、同一规格为一批"]
["3.60","排水板","低温柔度,压缩性能,撕裂性能,拉伸性能（拉力、伸长率）,单位面积质量、纵向通水量、凹凸高度、热老化","组",1,{"$nulls":3},"JC/T 2112-2012","以同一类型、同一规格1万平方米一批，不足1万平方米亦可作为一批。"]
["3.61","聚乙烯土工膜","抗穿刺强度,屈服伸长率,拉伸断裂强度,断裂伸长率,拉伸屈服强度,厚度","组",1,{"$nulls":3},"GB/T 17643-2011","同一配方、同一规格、同一工艺条件下连续生产的产品50吨以下为一检验批。生产期6天尚不足50吨，则以6天产量为一批。"]
["3.62","钢绞线","规定非比例延伸力、0.2%屈服力、外形尺寸、钢绞线伸直性、弹性模量、最大力/抗拉强度、最大力总伸长率","组",2,{"$nulls":3},"GB/T 5224-2014","每批钢绞线由同一规格、同一牌号、同一生产工艺捻制的钢绞线组成，每批重量不大于60t。"]
["3.63","锚夹具","硬度","个",2,{"$nulls":3},"GB/T 14370-2015","出厂检验：同一种规格的产品，同一批原材料，用同一工艺一次投料生产的数量。每批不应超过2000件(套)。"]
["3.64","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["四","人防工程防护设备安装质量检查检测"]
["4.1","人防门","钢结构活门槛双扇防护密闭门","樘",2]
["4.2",null,"悬板活门（钢结构门）","樘",2]
["4.3",null,"单扇活门槛钢筋混凝土防护密闭门","樘",2]
["4.4",null,"单扇活门槛钢筋混凝土密闭门","樘",2]
["4.5","人防设备","防爆地漏","个",2]
["4.6",null,"手电两用密闭阀","个",2]
["4.7",null,"自动排气阀门","只",2]
["4.8",null,"通风管道","个",2]
["4.9","防化设备","油网滤尘器","片",2]
["4.10","人防测绘","人防测绘","平方米",800]
["4.11","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["五","环境检测"]
["5.1","建筑隔声及噪声","场界环境噪声","点",3]
["5.2","建筑隔声及噪声","室内噪声","点",5]
["5.3",null,"空气声隔声\n（分户墙）","点",1]
["5.5",null,"空气声隔声\n（外墙）","点",1]
["5.6",null,"楼板撞击声隔声","点",1]
["5.7","室内空气","氡、甲醛、氨、苯、甲苯、二甲苯、TVOC","点",9]
["5.8","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["六","主体结构工程检测"]
["6.1","主体","混凝土强度（钻芯法）","芯样",10,{"$nulls":3},"《广州市住房和城乡建设局关于加强混凝土结构工程施工质量管理工作的通知》\n","第五点第16条规定，每三层、每种强度等级的墙柱、梁板至少各抽取一个构件进行混凝土强度检测和氯离子含量实体检测，每构件不少于三个芯样，其中墙梁交接部位至少抽取一个芯样。","粤建检协【2015】8号文2.4.2","一组三个芯样"]
["6.2",null,"氯离子含量","组",10,{"$nulls":3},"《广州市住房和城乡建设局关于加强混凝土结构工程施工质量管理工作的通知》\n","第五点第16条规定，每三层、每种强度等级的墙柱、梁板至少各抽取一个构件进行混凝土强度检测和氯离子含量实体检测，每构件不少于三个芯样，其中墙梁交接部位至少抽取一个芯样。\n","粤建检协【2015】8号文4.8.23","一组三个点"]
["6.3",null,"保护层厚度","构件",10,{"$nulls":3},"《混凝土结构工程施工质量验收规范》GB50204-2015\n","对非悬挑梁板类构件，应各抽取构件数量的2%且不少于5个构件进行检验。当有悬挑梁构件时，抽取的构件中悬挑梁类5%且不少于10个构件进行检验；当悬挑梁数量少于10个时，应全数检验。对悬挑板，应抽取构件数量的10%且不少于20个构件进行检验；当悬挑板数量少于20个时，应全数检验。\n","粤建检协【2015】8号文2.2.1"]
["6.4",null,"钢筋配置","构件",10,{"$nulls":3},"《混凝土结构工程施工质量验收规范》GB50204-2015\n","对非悬挑梁板类构件，应各抽取构件数量的2%且不少于5个构件进行检验。当有悬挑梁构件时，抽取的构件中悬挑梁类5%且不少于10个构件进行检验；当悬挑梁数量少于10个时，应全数检验。对悬挑板，应抽取构件数量的10%且不少于20个构件进行检验；当悬挑板数量少于20个时，应全数检验。\n","粤建检协【2015】8号文2.2.6"]
["6.5",null,"楼板厚度","构件",6,{"$nulls":3},"《混凝土结构工程施工质量验收规范》GB50204-2015","墙、板应按有代表性的自然间抽取1％，且不应少于3间。梁、柱应抽取构件数量的1%，且不应少于3个构件","粤建检协【2015】8号文2.2.3","一个构件3个点"]
["6.6",null,"截面尺寸","构件",10,{"$nulls":3},"《混凝土结构工程施工质量验收规范》GB50204-2015\n","墙、板应按有代表性的自然间抽取1％，且不应少于3间。梁、柱应抽取构件数量的1%，且不应少于3个构件\n","粤建检协【2015】8号文2.2.2"]
["6.78","粘结与锚固","抹灰砂浆拉伸粘结强度","组",1]
["6.79",null,"墙体拉结筋植筋拉拔试验","根",5,{"$nulls":3},"非人防部分：《混凝土结构后锚固技术规程》JGJ145-2004","每一检验批锚固件总数的0.1％且不少于3件","粤建检协【2015】8号文2.9.1"]
["6.80","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["七","基坑监测"]
["7.1","埋设费","高程基准网点","点",2,{"$nulls":11},0]
["7.2",null,"平面基准网点","点",2,{"$nulls":11},0]
["7.3",null,"位移工作基点","点",2,{"$nulls":11},0]
["7.4",null,"桩顶水平位移","点",3,{"$nulls":11},0]
["7.5",null,"桩顶竖向位移","点",3,{"$nulls":11},0]
["7.6",null,"土体侧向位移（含自动化监测设备安装）","点",3,{"$nulls":6},"深度13米，钻孔每米180元，自动化监测设备安装费每米1000元",{"$nulls":4},0,10400,1755,null,9750,11505]
["7.7",null,"地下水位（含自动化监测设备安装）","点",2,{"$nulls":6},"深度10米，钻孔每米180元，自动化监测设备安装费每个3000元",{"$nulls":4},0,6500,1350,null,2250,3600]
["7.8",null,"锚索拉力（含自动化监测设备安装）","点",2,{"$nulls":6},"自动化监测设备安装费每个3000元",{"$nulls":4},0,-3900,1500,null,2250,3750]
["7.9",null,"周边道路竖向位移","点",2,{"$nulls":11},0]
["7.10",null,"周边管线竖向位移","点",2,{"$nulls":11},0]
["7.11",null,"立柱竖向位移","点",2,{"$nulls":11},0,0]
["7.12",null,"周边建筑竖向位移","点",2,{"$nulls":11},0,0]
["7.13",null,"周边建筑倾斜（含自动化监测设备安装）","点",2]
["7.14",null,"小计（元）",{"$nulls":3},{"v":0,"d":"0.00"}]
["7.15","监测费","桩顶水平位移","点·次",50,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.16",null,"桩顶竖向位移","点·次",70,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.17",null,"土体侧向位移（自动化监测）","点·次",120,{"$nulls":6},"早、晚各监测一次",{"$nulls":8},0]
["7.18",null,"地下水位（自动化监测）","点·次",100,{"$nulls":6},"早、晚各监测一次",{"$nulls":8},0]
["7.19",null,"锚索拉力（自动化监测）","点·次",100,{"$nulls":6},"早、晚各监测一次",{"$nulls":8},0]
["7.20",null,"周边道路竖向位移","点·次",20,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.21",null,"周边管线竖向位移","点·次",20,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.22",null,"立柱竖向位移","点·次",20,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.23",null,"周边建筑竖向位移","点·次",20,{"$nulls":6},"（二等、复杂、单向）",{"$nulls":8},0]
["7.24",null,"周边建筑倾斜（自动化监测）","点·次",40,{"$nulls":6},"（二等、复杂、单向）早、晚各监测一次"]
["7.25",null,"小计（元）",{"$nulls":3},{"v":0,"d":"0.00"}]
["7.26","基准网费","高程基准网点监测费","km*次",2,{"$nulls":6},"（二等、复杂、复测）按1km计，每1个月联测一次"]
["7.27",null,"（位移）平面基准网点监测费","点次",1,{"$nulls":6},"（二等、复杂、复测）每1个月联测一次"]
["7.28",null,"小计（元）",{"$nulls":3},{"v":0,"d":"0.00"}]
["7.29","工作技术费","（监测费+基准网联测费）*0.22",{"$nulls":3},{"v":0,"d":"0.00"}]
["7.30","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["八","主体沉降观测"]
["8.1","埋设费","沉降观测基准点","点",3]
["8.2",null,"沉降观测点","点",10]
["8.3",null,"小计（元）",{"$nulls":3},{"v":0,"d":"0.00"}]
["8.4","监测费","高程基准网联测","次",5,{"$nulls":6},"（二等、复测、简单）"]
["8.5",null,"1#","点·次",20,{"$nulls":6},"（二等、单测、简单）"]
["8.15",null,"小计（元）",{"$nulls":3},{"v":0,"d":"0.00"}]
["8.16","技术服务费","技术服务费=监测费*0.22",{"$nulls":3},{"v":0,"d":"0.00"}]
["8.17","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["九","高支模监测"]
["9.1","（地下部分）监测点安装费","模板沉降","点",3]
["9.2",null,"支架水平位移","点",3]
["9.3",null,"立杆轴力","点",3]
["9.4",null,"立杆倾角","点",3]
["9.9","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["9.10","（地下部分）监测费","模板沉降","点·次",40,{"$nulls":6},"监测次数暂定5次，30分钟/次"]
["9.11",null,"支架水平位移","点·次",40,{"$nulls":6},"监测次数暂定5次，30分钟/次"]
["9.12",null,"立杆轴力","点·次",40,{"$nulls":6},"监测次数暂定5次，30分钟/次"]
["9.13",null,"立杆倾角","点·次",40,{"$nulls":6},"监测次数暂定5次，30分钟/次"]
["9.18","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["9.19","技术服务费","技术服务费=监测费*0.22",{"$nulls":3},{"v":0,"d":"0.00"}]
["9.20","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十","节能工程检测"]
["10.1","蒸压加气块","导热系数、密度、抗压强度","组",1,{"$nulls":3},"《广东省建筑节能工程施工质量验收规范》DBJ 15-65-2009","同厂家、同品种产品，按照扣除门窗洞口的保温墙面积所使用的材料用量，在5000m2以内时，应复验1次，每增加5000m2应增加1次，同工程、同施工单位且同期施工的多个单位工程，可合并计算面积"]
["10.2","玻化微珠保温砂浆","导热系数、密度、抗压强度","组",1]
["10.3","浅色饰面材料","太阳辐射吸收系数","组",1]
["10.4","增强网","力学性能、抗腐蚀性能","组",1]
["10.5","门窗玻璃","遮蔽系数、可见光透射比、传热系数、中空玻璃露点","组",1,{"$nulls":4},"同厂家、同材质、同开启方式、同型材系列的产品各抽查1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并抽检"]
["10.6","建筑外窗","气密性、水密性、抗风压","组",1]
["10.7","挤塑板","导热系数、密度、压缩强度、吸水率、燃烧性能B1","组",1,{"$nulls":4},"同厂家、同品种产品，扣除天窗、采光顶后的屋面面积在1000m2以内时应复验1次，每增加1000m2应增加1次，同工程、同施工单位且同期施工的多个单位工程，可合并计算"]
["10.8","风管保温材料","导热系数、密度、吸水率、燃烧性能A","组",1,{"$nulls":4},"同厂家、同材质的绝热材料，复检次数不得少于2次"]
["10.9","水管保温材料","导热系数、密度、吸水率、燃烧性能B1","组",1,{"$nulls":4},"同厂家、同材质的绝热材料，复检次数不得少于2次"]
["10.10","电线电缆","导体电阻、导体截面积","组",1,{"$nulls":4},"同厂家各种规格总数的10%，且不少于2个规格"]
["10.11","照明灯具","灯具效率、（镇流器能效值）、功率、功率因数、谐波含量值、初始光效","组",1,{"$nulls":4},"同厂家照明设备，数量在200套（个）及以下时，抽检2套（个）；数量在201~2000套（个）时，抽检3套（个）；当数量在2000套（个）以上时，每增加1000套（个）时增加抽检1套（个）"]
["10.12","墙体节能工程","外墙节能构造钻芯","组",1,{"$nulls":4},"按单位工程进行，每种节能构造的外墙检验不得少于3处，每处检查一个点。（平均达到设计厚度的95%及以上时判定符合，否则判为不符合，应增加1倍抽检数量）"]
["10.13",null,"墙体传热系数","处",1,{"$nulls":4},"同厂家、同品种产品，按照扣除门窗洞口的保温墙面积所使用的材料用量，在5000m2以内时，应复验1次，每增加5000m2应增加1次，同工程、同施工单位且同期施工的多个单位工程，可合并计算面积"]
["10.14","配电照明节能工程","平均照度","处",2,{"$nulls":4},"每个典型功能区域不少于2处，且均匀分布，并具有代表性"]
["10.15",null,"照明功率密度","处",2,{"$nulls":4},"每个典型功能区域不少于2处，且均匀分布，并具有代表性"]
["10.16",null,"谐波电流","台",1,{"$nulls":4},"含谐波电流、谐波电压等项目。全数检测"]
["10.17",null,"谐波电压","台",1,{"$nulls":4},"含谐波电流、谐波电压等项目。全数检测"]
["10.18","通风与空调系统节能工程","通风系统的总风量","系统",1,{"$nulls":4},"按不同功能系统数量各抽查10%,以系统数量为受检样本基数，最小抽样数量不得低于省标第3.4.3条的规定"]
["10.19",null,"各风口的风量","个",1,{"$nulls":4},"按不同功能系统数量各抽查10%，以单一系统风口数量为受检样本基数，最小抽样数量不得低于省标第3.4.3条的规定"]
["10.20",null,"风管严密性及强度","个",1,{"$nulls":4},"按系统数量的10%抽检，且不得少于1个系统"]
["10.21",null,"风机单位风量耗功率","个",1,{"$nulls":4},"按不同功能系统数量各抽查10%,以系统数量为受检样本基数，最小抽样数量不得低于省标第3.4.3条的规定"]
["10.22","通风与空调系统节能工程","室内温度、相对湿度","间",1,{"$nulls":4},"公共建筑的不同典型功能区域检测部位不应少于2处"]
["10.23","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十一","建筑电气材料"]
["11.1","电线、电缆","导体电阻、电压试验、绝缘电阻、不延燃（单根阻燃性能）、绝缘厚度","组",2,{"$nulls":3},"B/T 8734.1～5 -2016\nGB/T 5023.1 ~7-2008 \nGB/T 12706.1-2020","室内检测\n检查数量：按现场材料每种规格至少1组"]
["11.2","家用及类似场所用过电流保护断路器","电击保护、温升、耐潮、主电路绝缘电阻、主电路介电强度、时间－电流动作特性、瞬时脱扣动作特性、剩余电流动作特性、试验装置性能","组",1,{"$nulls":3},"GB/T 10963.1-2020","室内检测\n检查数量：按同厂家型号，每100个取样一组"]
["11.3","带过电流保护的剩余电流动作断路器",null,"组",1,{"$nulls":3},"GB16917.1-2014","室内检测\n检查数量：按同厂家型号，每100个取样一组"]
["11.4","不带过电流保护的剩余电流动作断路器",null,"组",1,{"$nulls":3},"GB 16916.1-2014","室内检测\n检查数量：按同厂家型号，每100个取样一组"]
["11.5","固定式插座","防触电保护、温升、防潮、绝缘电阻、电气强度","组",1,{"$nulls":3},"GB/T 2099.1-2021","室内检测\n检查数量：按同厂家型号，每100个取样一组"]
["11.6","家用和类似用途固定式电气装置开关","防触电保护、温升、防潮、绝缘电阻、电气强度","组",1,{"$nulls":3},"GB 16915.1-2014","室内检测\n检查数量：按同厂家型号，每100个取样一组"]
["11.7","绝缘电工套管","抗压性能、自熄时间、壁厚、壁厚均匀性","组",1,{"$nulls":3},"JG3050-1998","室内检测\n检查数量：按现场材料每种规格至少1组"]
["11.8","绝缘聚氯乙烯电线槽","尺寸偏差、冲击性能、耐电压、绝缘电阻、耐热性能","组",1,{"$nulls":3},"QB/T1614-2000","室内检测\n检查数量：按现场材料每种规格至少1组"]
["11.9","金属导管","抗压性能、弯曲试验、壁厚","组",1,{"$nulls":3},"GB/T20041.21-2008","室内检测\n检查数量：按现场材料每种规格至少1组"]
["11.11","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十二","智能建筑工程检测"]
["12.1","信息网络系统","链路","条",1]
["12.4","有线电视系统","端口","个",1,{"$nulls":4},"当系统的输出端口数量小于1000时，测试点不得少于2个；当系统的输出端口数量大于等于1000时，每1000 点应选取2个〜 3个测试点"]
["12.5","公共广播系统","系统功能","系统",1,{"$nulls":4},"全数检测"]
["12.6",null,"系统性能","区域",1,{"$nulls":4},"按广播分区进行，末端设备按10%抽检"]
["12.7","信息导引及发布系统","系统功能","系统",1,{"$nulls":4},"全数检测"]
["12.8",null,"终端设备\n(LCD屏)","个",1,{"$nulls":4},"全数检测"]
["12.10","建筑设备管理系统","暖通空调监控系统","系统",1,{"$nulls":4},"冷热源机组应全部检测，新风、空调机组每类按总数的20%抽检，且不得少于5台。每类机组不足5台时全部检测。"]
["12.11",null,"给水排水监控系统","系统",1,{"$nulls":4},"给水监控系统应全部检测；排水监控系统应按50%抽检，且不得小于5套。总数小于5套时全部检测。"]
["12.13",null,"系统实时性、可靠性、可维护性及评测项目","系统",1,{"$nulls":4},"系统实时性应按控制器数量的10%抽检，且不应少于10台，少于 10 台时全部检测；系统可靠性中设备启停应按设备数量10%抽检，且不应少于10台，少于10台时全部检测；电源切换、UPS切换和主机切换应全数检测。"]
["12.14","视频安防监控系统","系统管理功能","系统",1,{"$nulls":4},"全检"]
["12.15",null,"摄像机","台",1,{"$nulls":4},"不应低于20%，且不应少于 3台，数量少于3台时应全部检测"]
["12.16","入侵报警系统","系统管理功能","系统",1,{"$nulls":4},"全检"]
["12.17",null,"终端设备","台",1,{"$nulls":4},"不应低于20%，且不应少于 3台，数量少于3台时应全部检测"]
["12.18","电子巡更系统","系统管理功能","系统",1,{"$nulls":4},"全检"]
["12.19",null,"无线巡更点","台",1,{"$nulls":4},"不应低于20%，且不应少于 3台，数量少于3台时应全部检测"]
["12.20","出入口控制系统","系统管理功能","系统",1,{"$nulls":4},"全检"]
["12.21","出入口控制系统","终端设备","台",1,{"$nulls":4},"不应低于20%，且不应少于 3台，数量少于3台时应全部检测"]
["12.22","停车场（库）系统","系统管理功能","系统",1,{"$nulls":4},"全检"]
["12.23",null,"终端设备","台",1,{"$nulls":4},"不应低于20%，且不应少于 3台，数量少于3台时应全部检测"]
["12.24","机房工程","供配电系统","处",1,{"$nulls":4},"全检"]
["12.25",null,"空气调节系统","处",1,{"$nulls":4},"全检"]
["12.26",null,"机房室内环境","处",1,{"$nulls":4},"全检"]
["12.27","防雷与接地系统","接地电阻","处",1,{"$nulls":4},"全检"]
["12.28",null,"等电位联结","处",1,{"$nulls":4},"全检"]
["12.29","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十三","道路检测"]
["13.1","建筑回填","击实试验","组",1,{"$nulls":4},"1个/5000m3/填料"]
["13.2",null,"压实度","点",3,{"$nulls":4},"3点/500m2"]
["13.3","路基土石方","击实试验","组",1]
["13.4",null,"CBR","点",1]
["13.5",null,"回弹模量","点",1]
["13.6","路基土石方","压实度","点",1]
["13.7",null,"弯沉检测","点",1]
["13.8",null,"平整度","点",5]
["13.9","道路沥青上面层","配合比设计","组",1]
["13.10",null,"弯沉检测","点",2]
["13.11",null,"平整度","点",1]
["13.12",null,"构造深度","组",1]
["13.13",null,"压实度","点",1]
["13.14",null,"厚度","点",1]
["13.15",null,"矿料级配","组",1]
["13.16",null,"沥青含量","组"]
["13.17",null,"马歇尔稳定度","组"]
["13.18","道路沥青下面层","配合比设计","组",1]
["13.19",null,"压实度","点",1]
["13.20",null,"厚度","点",1]
["13.21","道路沥青下面层","矿料级配","组",1]
["13.22",null,"沥青含量","组"]
["13.23",null,"马歇尔稳定度","组"]
["13.24","停车场混凝土面层","配合比","组",1]
["13.25",null,"强度","点",2]
["13.26",null,"厚度","点",1]
["13.27",null,"构造深度","点",2]
["13.28","停车场基层","击实","组",1]
["13.29",null,"压实度","点",1]
["13.30",null,"厚度","点",1]
["13.31","海绵城市\n透水铺装","渗透系数","处",1,{"$nulls":4},"每类型不少于2处"]
["13.32","海绵城市\n下沉绿地","渗透系数","点",1,{"$nulls":4},"不少于2处；每处下沉绿地小于200平方（2~3点）、200~500平方(3~4点)、500~1000平方(5~6点)、1000~2000平方(6~8点)、2000~3000平方(8~10点)、3000~5000平方(10~12点)、大于5000平方(12~15点)"]
["13.33","水池","满水","天",1,{"$nulls":4},"构筑物*5天"]
["13.34","原材料","砂浆配合比","组",1,{"$nulls":4},"1次/配比"]
["13.35",null,"混凝土抗渗试块","组",1,{"$nulls":4},"1组/500m3"]
["13.36","原材料","水泥浆抗折试块","组",1,{"$nulls":4},"1组/500m3"]
["13.37",null,"沥青","组",1]
["13.38",null,"矿粉","组",1]
["13.39",null,"砖","组",1,{"$nulls":4},"1次/100000块",null,"抗压强度、密度"]
["13.40",null,"路缘石","组",1,{"$nulls":4},"1次/每种规格",null,"抗压强度、抗折强度"]
["13.41",null,"球墨铸铁管","组",1,{"$nulls":4},"1次/每种规格每批",null,"屈服强度、抗拉强度、断后伸长率、弯曲"]
["13.42",null,"钢材","组",1,{"$nulls":4},"1次/60t/每种规格",null,"屈服强度、抗拉强度、断后伸长率、弯曲"]
["13.43",null,"钢筋混凝土管","组",1,{"$nulls":4},"1次/每种规格",null,"尺寸偏差、内水压力、外压荷载"]
["13.44",null,"阀门","组",1,{"$nulls":4},"1次/每种规格",null,"密封性能、上密封试验、强度试验/耐压试验"]
["13.45",null,"管件","组",1,{"$nulls":4},"1次/每种规格",null,"坠落试验,烘箱试验,维卡软化温度,尺寸偏差"]
["13.46",null,"土工布","组",1,{"$nulls":4},"1次/每种规格每批",null,"单位面积质量/单位面积质量偏差、撕破强力、CBR 顶破强力/CBR 顶破强度、刺破试验/抗穿刺强度"]
["13.47",null,"电缆保护管","组",1,{"$nulls":4},"1次/每种规格",null,"外观、尺寸、扁平/压扁试验、拉伸性能/拉伸强度、弯曲强度"]
["13.48","给排水工程\n管道","击实试验","组",1,{"$nulls":4},"1个/5000m3/填料"]
["13.49",null,"管道水压","m",1,{"$nulls":4},"全检"]
["13.50",null,"给水压实度","点",1,{"$nulls":4},"5井之间每层每侧一组"]
["13.51","给排水工程\n管道","闭水试验","m",1,{"$nulls":4},"小于700mm全检，大于700检1/3"]
["13.52",null,"排水压实度","点",1,{"$nulls":4},"5井之间每层每侧一组"]
["13.53",null,"CCTV电视检测","m",1,{"$nulls":4},"全检"]
["13.54",null,"轻型动力触探","m",1,{"$nulls":4},"1点/200m2"]
["13.55",null,"井盖、雨水口、预制井（承载能力、残留变形）","组",1,{"$nulls":4},"1次/每种规格"]
["13.56","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十四","消防检测"]
["14.1","消防设施检测","消防设施检测","m2",3393]
["14.2","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十五","防雷检测"]
["15.1","防雷设施检测","防雷设施检测","m2",3393]
["15.2","小计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
["十六","合计（元）",{"$nulls":4},{"v":0,"d":"0.00"}]
[]
[{"$nulls":9},50000000]
[{"$nulls":9},0.03]
[{"$nulls":9},1500000]