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["广东省东莞市石龙镇中山路历史街区改造项目(中山路历史文化街区改造项目)第三方检测费用预算表"]
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[91,"道路工程",null,"弯沉","每车道、每20m测1点，按2车道计算","点",54,{"v":15,"d":"15.00"},{"v":810,"d":"810.00"}]
[92,"道路工程","标线","逆反射系数","起点、终点及中间位置各选取9点","点",27,{"v":200,"d":"200.00"},{"v":5400,"d":"5400.00"}]
[93,"道路工程",null,"厚度","起点、终点及中间位置各选取3点","点",9,{"v":20,"d":"20.00"},{"v":180,"d":"180.00"}]
[94,"给排水工程","排水管","回填压实度","按开挖面积每1000㎡、每层测3点，管侧分为左右侧","点",45,{"v":80,"d":"80.00"},{"v":3600,"d":"3600.00"}]
[95,"给排水工程",null,"闭水试验","管道内径≤700全线试验，管道内径﹥700按管道井段抽取1/3。","米",114.55,{"v":15,"d":"15.00"},1718.25]
[96,"给排水工程",null,"CCTV","全线试验","米",114.55,{"v":42,"d":"42.00"},{"v":4811.099999999999,"d":"4811.10"}]
[97,"给排水工程","给水管","水压试验","全线试验","点",1225.07,{"v":25,"d":"25.00"},30626.75]
[98,"道路工程","细粒式改性沥青混凝土（AC-13C,SBS改性）4cm","压实度","每1000㎡、每压实层测1点","点",1,{"v":100,"d":"100.00"},{"v":100,"d":"100.00"}]
[99,"道路工程",null,"厚度","每1000㎡、每压实层测1点","点",1,{"v":400,"d":"400.00"},{"v":400,"d":"400.00"}]
[100,"道路工程",null,"弯沉","每车道、每20m测1点，按2车道计算","点",32,{"v":15,"d":"15.00"},{"v":480,"d":"480.00"}]
[101,"道路工程",null,"平整度","每20m检测1-3处","点",32,{"v":15,"d":"15.00"},{"v":480,"d":"480.00"}]
[102,"道路工程",null,"摩擦系数","每200m测1点","点",2,{"v":45,"d":"45.00"},{"v":90,"d":"90.00"}]
[103,"道路工程","6cm中粒式沥青砼（AC-20C）","压实度","每1000㎡、每压实层测1点","点",1,{"v":100,"d":"100.00"},{"v":100,"d":"100.00"}]
[104,"道路工程",null,"厚度","每1000㎡、每压实层测1点","点",1,{"v":400,"d":"400.00"},{"v":400,"d":"400.00"}]
[105,"道路工程",null,"弯沉","每车道、每20m测1点，按2车道计算","点",32,{"v":15,"d":"15.00"},{"v":480,"d":"480.00"}]
[106,"道路工程","24cm C35水泥混凝土路面","厚度","每1000㎡、每压实层测1点","点",1,{"v":500,"d":"500.00"},{"v":500,"d":"500.00"}]
[107,"道路工程",null,"强度","每1000㎡、每压实层测1点","点",1,{"v":50,"d":"50.00"},{"v":50,"d":"50.00"}]
[108,"道路工程",null,"构造深度","每1000㎡、每压实层测1点","点",1,{"v":30,"d":"30.00"},{"v":30,"d":"30.00"}]
[109,"道路工程","16cm 5%水泥稳定级配碎石","压实度","每1000㎡、每压实层测1点","点",1,{"v":100,"d":"100.00"},{"v":100,"d":"100.00"}]
[110,"道路工程",null,"弯沉","每车道、每20m测1点，按2车道计算","点",32,{"v":15,"d":"15.00"},{"v":480,"d":"480.00"}]
[111,"道路工程","16cm 4%水泥稳定石屑","压实度","每1000㎡、每压实层测1点","点",1,{"v":100,"d":"100.00"},{"v":100,"d":"100.00"}]
[112,"道路工程",null,"弯沉","每车道、每20m测1点，按2车道计算","点",32,{"v":15,"d":"15.00"},{"v":480,"d":"480.00"}]
[113,"道路工程","标线","逆反射系数","起点、终点及中间位置各选取9点","点",27,{"v":200,"d":"200.00"},{"v":5400,"d":"5400.00"}]
[114,"道路工程",null,"厚度","起点、终点及中间位置各选取3点","点",9,{"v":20,"d":"20.00"},{"v":180,"d":"180.00"}]
[115,"道路机电检测","箱变接地电阻","箱变接地电阻","JTG 2182-2020 1.0.3 公路机电工程各分项工程抽样检查频率应符合下列要求：施工单位自检为100%；监理单位抽检不低于30%；检测单位交工质量检测不低于30%，竣工质量鉴定不低于10%。当测点少于3个时，应全部检查","点",1,{"v":300,"d":"300.00"},{"v":300,"d":"300.00"}]
[116,"道路机电检测","路灯接地电阻","路灯接地电阻",null,"点",7,{"v":300,"d":"300.00"},{"v":2100,"d":"2100.00"}]
[117,"地基工程","电力管道","轻型触探","每20延米不少于1孔，每孔暂定2.5米","米",1167.5,{"v":80,"d":"80.00"},{"v":93400,"d":"93400.00"}]
[118,"地基工程","箱变基础","轻型触探","每个独立柱基不得少于1孔，每孔暂定2.5米","米",25,{"v":80,"d":"80.00"},{"v":2000,"d":"2000.00"}]
[119,"地基工程","户外开关箱基础","轻型触探","每个独立柱基不得少于1孔，每孔暂定2.5米","米",0,{"v":80,"d":"80.00"},{"v":0,"d":"0.00"}]
[120,"地基工程","10kV铁塔基础","轻型触探","每个独立柱基不得少于1孔，每孔暂定2.5米","米",0,{"v":80,"d":"80.00"},{"v":0,"d":"0.00"}]
[121,"地基工程","A55（太平路34号）配电箱","平板载荷试验","每500㎡一个点，不少于3个点","点",8,{"v":7800,"d":"7800.00"},{"v":62400,"d":"62400.00"}]
[122,"地基工程","E13（中山西路222号）配电房","平板载荷试验","每500㎡一个点，不少于3个点","点",8,{"v":7800,"d":"7800.00"},{"v":62400,"d":"62400.00"}]
[123,"道路工程","标线","逆反射系数","起点、终点及中间位置各选取9点","点",27,{"v":200,"d":"200.00"},{"v":5400,"d":"5400.00"}]
[124,"道路工程","标线","厚度","起点、终点及中间位置各选取3点","点",9,{"v":20,"d":"20.00"},{"v":180,"d":"180.00"}]
[125,"钢结构工程","/","超声波焊缝质量","一级焊缝按100%进行检测，二级焊缝20%。","米",6000,{"v":140,"d":"140.00"},{"v":840000,"d":"840000.00"}]
[126,"钢结构工程","/","防腐涂层厚度","按构件数10%且不少于3件进场抽检。","构件",500,{"v":250,"d":"250.00"},{"v":125000,"d":"125000.00"}]
[127,"钢结构工程","/","防火涂层厚度","构件数10%且不少于3件进场抽检。","构件",500,{"v":250,"d":"250.00"},{"v":125000,"d":"125000.00"}]
[128,"涵洞","/","轻型动力触探","管道：每20m不得少于1孔；涵洞：每200㎡不应少于1孔，且不得少于10孔。暂定1孔深度为5m。","米",50,{"v":80,"d":"80.00"},{"v":4000,"d":"4000.00"}]
[129,"涵洞","/","压实度\n（灌砂法）","管道：两井之间或1000m2范围，每层每侧一组（每组3点）；涵洞：每压实层抽查3点。","点",120,{"v":80,"d":"80.00"},{"v":9600,"d":"9600.00"}]
[130,"涵洞","/","砼强度及碳化深度","采用回弹仪测不少于10测区/道。抽查涵洞总数的10%且每种类不小于1道","测区",10,{"v":90,"d":"90.00"},{"v":900,"d":"900.00"}]
[131,"室内环境质量检测","/","氡气","依据《民用建筑工程室内环境污染控制标准》GB 50325-2020：\n1、民用建筑工程验收时,应抽检每个建筑单体有代表性的房间室内环境污染物浓度,氢、甲醛、氨、苯、甲苯、二甲苯、TVOC的抽检量不得少于房间总数的5%,每个建筑单体不得少于3间，当房间总数少于3间时,应全数检测。\n2、民用建筑工程验收时凡进行了样板间室内环境污染物浓度检测且检测结果合格的，其同一装饰装修设计样板间类型的房间抽检量可减半,并不得少于3间\n3、室内环境污染物浓度检测点数设置如下：\n房间使用面积小于50平方米的设1个检测点；\n房间使用面积为50～100平方米的设2个检测点；\n房间使用面积为100～500平方米的设不少于3个检测点；\n房间使用面积为500～1000平方米的设不少于5个检测点；\n房间使用面积大于1000平方米的，大于1000平方米的部分，每增加1000平方米增设1个检测点，增加面积不足1000平方米室按1000平方米计算。","点",480,{"v":600,"d":"600.00"},{"v":288000,"d":"288000.00"}]
[132,"室内环境质量检测",null,"甲醛",null,"点",480,{"v":600,"d":"600.00"},{"v":288000,"d":"288000.00"}]
[133,"室内环境质量检测",null,"氨",null,"点",480,{"v":400,"d":"400.00"},{"v":192000,"d":"192000.00"}]
[134,"室内环境质量检测",null,"苯",null,"点",480,{"v":400,"d":"400.00"},{"v":192000,"d":"192000.00"}]
[135,"室内环境质量检测",null,"甲苯",null,"点",480,{"v":400,"d":"400.00"},{"v":192000,"d":"192000.00"}]
[136,"室内环境质量检测",null,"二甲苯",null,"点",480,{"v":400,"d":"400.00"},{"v":192000,"d":"192000.00"}]
[137,"室内环境质量检测",null,"TVOC",null,"点",480,{"v":400,"d":"400.00"},{"v":192000,"d":"192000.00"}]
[138,"雷电防护装置检测","接地装置","接地电阻","接地装置安装工程应按人工接地装置和利用建筑物基础钢筋的自然接地体各分为1个检验批，大型接地网可按区域划分为几个检验批进行质量验收和记录","点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[139,"雷电防护装置检测",null,"与同一接地网连接的各相邻设备连接线的电气贯通",null,"点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[140,"雷电防护装置检测","防雷引下线","引下线两端和引下线连接处的过渡电阻值","引下线安装工程应按专用引下线、自然引下线和利用建筑物柱内钢筋各分1个检验批进行质量验收和记录","点",368,{"v":80,"d":"80.00"},{"v":29440,"d":"29440.00"}]
[141,"雷电防护装置检测",null,"引下线接地电阻值",null,"点",368,{"v":80,"d":"80.00"},{"v":29440,"d":"29440.00"}]
[142,"雷电防护装置检测",null,"引下线的平均间距",null,"点",368,{"v":80,"d":"80.00"},{"v":29440,"d":"29440.00"}]
[143,"雷电防护装置检测","接闪器","接闪器与大尺寸金属物体的过渡电阻值","接闪器安装工程应按专用接闪器和自然接闪器各分为1个检验批，一幢建筑物上在多个高度上分别敷设接闪器时，可按安装高度划分为几个检验批进行质量验收和记录","点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[144,"雷电防护装置检测",null,"明敷接闪器的布置，暗敷接闪器的敷设情况",null,"点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[145,"雷电防护装置检测",null,"接地电阻",null,"点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[146,"雷电防护装置检测","等电位连接","等电位连接导体之间的电阻值","等电位连接工程应按建筑物外大尺寸金属物等电位连接、金属管线等电位连接、各防雷区等电位连接和电子系统设备机房各分为1个检验批进行质量验收和记录","点",184,{"v":80,"d":"80.00"},{"v":14720,"d":"14720.00"}]
[147,"雷电防护装置检测","屏蔽装置","过渡电阻","屏蔽装置工程应按建筑物格栅形大空间屏蔽和专用屏蔽室各分为1个检验批进行质量验收和记录","点",92,{"v":80,"d":"80.00"},{"v":7360,"d":"7360.00"}]
[148,"雷电防护装置检测","电涌保护器","对主控项目和一般项目应逐项进行检查","SPD安装工程可作为1个检验批，也可按低压配电系统和电子系统中的安装分为2个检验批进行质量验收和记录","点",92,{"v":150,"d":"150.00"},{"v":13800,"d":"13800.00"}]
["合计",{"$nulls":7},4560968.77]
[]
[]
[{"$nulls":4},"。"]

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[1,"面板开关","防触电保护；温升；防潮；绝缘电阻；","住宅工程按每30000m²送检一组，最多不超7组；非住宅工程可参照执行","组",5,800,4000]
[2,"插座","接地措施；防触电保护；温升；耐潮；绝缘电阻；电气强度","住宅工程按每30000m²送检一组，最多不超7组；非住宅工程可参照执行","组",5,1100,5500]
[3,"防水卷材","纵横向拉力、延伸率、不透水性、耐热度、低温柔性","以同一类型、同一规格的 10000㎡为1批，每批至少抽检1组","组",5,1600,8000]
[4,"聚氨酯防水涂料","固体含量、拉伸强度、伸长率、 不透水性、干燥时间、撕裂强度、粘结强度","以同一类型、同一规格 15t 为1批，每批至少抽检1组","组",5,1900,9500]
[5,"水泥","筛余、标准稠度用水量、凝结时间、安定性、胶砂流动度、胶砂强度、氯离子","按同一生产厂家、同一等级、同一品种、同一批号且连续进场的水泥，袋装水泥不超过200t为-批，散装水泥不超过500t为--批，每批抽样1次","组",5,1080,5400]
[6,"钢筋","拉伸、弯曲、重量偏差","①钢筋应按批进行检查和验收，每批应由同一牌号、同一外形、同一规格、同一生产工艺和同一交货状态的钢筋组成，每批不大于60t。\n②钢筋进场检验，当满足下列条件之一时，其检验批容量可扩大一倍：\n1经产品认证符合要求的钢筋；\n2同一工程、同一厂家、同一牌号、同一规格的钢筋、成型钢筋，连续三次进场检验均一次检验合格。","组",60,125,7500]
[7,"混凝土试块","抗渗试验","①防水混凝土抗渗性能应采用标准条件下养护混凝土抗渗试件的试验结果评定，试件应在混凝土浇筑地点随机取样后制作，并应符合下列规定：\n1 连续浇筑混凝土每500m3应留置一组6个抗渗试件，且每项工程不得少于两组；采用预拌混凝土的抗渗试件，留置组数应视结构的规模和要求而定；\n2 抗渗性能试验应符合现行国家标准《普通混凝土长期性能和耐久性能试验方法标准》GB/T 50082的有关规定。\n②基坑工程：有抗渗等级要求的灌注桩尚应留置抗渗等级检测试件，一个级配不宜少于3组。","组",50,600,30000]
[8,"混凝土试块","抗压强度","①用于检验混凝土强度的试件应在浇筑地点随机抽取。检查数量：对同一配合比混凝土，取样与试件留置应符合下列规定：\n1每拌制100盘且不超过100m³时，取样不得少于一次；\n2每工作班拌制不足100盘时，取样不得少于一次；\n3连续浇筑超过1000m³时，每200m³取样不得少于一次；\n4每一楼层取样不得少于一次；\n5每次取样应至少留置一组试件。\n②基础工程：灌注桩混凝土强度检验的试件应在施工现场随机抽取。来自同一搅拌站的混凝土，每浇筑50m³必须至少留置1组试件；当混凝土浇筑量不足50m³时，每连续浇筑12h必须至少留置1组试件。对单柱单桩，每根桩应至少留置1组试件。\n③基坑工程：灌注桩混凝土强度检验的试件应在施工现场随机抽取。灌注桩每浇筑50m³必须至少留置1组混凝土强度试件，单桩不足50m³的桩，每连续浇筑12h必须至少留置1组混凝土强度试件。有抗渗等级要求的灌注桩尚应留置抗渗等级检测试件，一个级配不宜少于3组。","组",100,45,4500]
[9,"防滑地砖","尺寸偏差、表面质量、吸水率、破坏强度、断裂模数","同一厂家同一品牌同一规格产品为1批，每批至少抽检1组","组",5,1200,6000]
[10,"预拌砂浆","保水率、凝结时间、抗压强度","同一类别的500t产品为一批；不足500t产品按一批计，每批至少抽检1组","组",10,630,6300]
[11,"聚合物水泥防水砂浆","抗渗压力、抗压强度、粘结强度","每50t为一批，不足50t按1批，每批至少抽检1组","组",5,1050,5250]
[12,"电线电缆YJV-4*2.5、YJV-4*4、YJV-4*16","结构尺寸寸(有护套）、标志检验、导体电阻、不延燃试验、电压试验、绝缘电","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行；对于主要用于地下室和设备井道的主干电缆送检1-2组。","组",5,3400,17000]
[13,"电线电缆YJV-4*2.5、YJV-4*4、YJV-4*16","结构尺寸寸(有护套）、标志检验、导体电阻、不延燃试验、电压试验、绝缘电","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行；对于主要用于地下室和设备井道的主干电缆送检1-2组。","组",5,3400,17000]
[14,"电线电缆YJV-3*4m","结构尺寸(有护套）、标志检验、导体电阻、不延燃试验、电压试验、绝缘电","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行；对于主要用于地下室和设备井道的主干电缆送检1-2组。","组",5,2650,13250]
[15,"空气开关","时间-（过）电流特性试验；介电性能；温升；","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,1300,7800]
[16,"内墙乳胶漆","容器中状态、施工性、涂膜外观、耐洗刷性、耐碱性","同一厂家、同一品种、同一规格产品每5t为一批，不足5t按一批计，每批送检1组","组",6,700,4200]
[17,"环氧树脂底漆","容器中状态、涂膜外观","同一厂家、同一品种、同一规格产品每5t为一批，不足5t按一批计，每批送检1组","组",6,150,900]
[18,"阀门","壳体试验、密封试验","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,800,4800]
[19,"不锈钢管","外观、管子外径、壁厚、弯曲（压扁）试验","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,600,3600]
[20,"涂敷钢管","屈服强度、抗拉强度、断后伸长率（母材拉伸性能）","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,500,3000]
[21,"PE管","外观、环刚度、环柔性、烘箱试验(B型、C型)、纵向回缩率(A型)","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,1200,7200]
[22,"焊接钢管","屈服强度、抗拉强度、断后伸长率（母材拉伸性能）、弯曲（整管弯曲）","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",10,500,5000]
[23,"井盖","承载能力","同一级别、同一种类、同一原材料在相似条件下生产的检查井盖构成批量，500 套为 1 批，不足500也作1批。","组",6,900,5400]
[24,"PVC电工套管","最小壁厚、弯曲性能、冲击性能、绝缘强度","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",10,900,9000]
[25,"铸铁管","拉伸试验（抗拉强度、断后伸长率）、硬度试验（布氏硬度）、尺寸（厚度）","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,650,3900]
[26,"U-PVC管","外观、平均外径、拉伸屈服应力、维卡软化温度、落锤冲击、纵向回缩率、断裂伸长率","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",6,1100,6600]
[27,"消防水带","试验压力下状况，爆破压力，附着强度","/","组",3,1720,5160]
[28,"水枪","密封性能，耐水压强度","/","组",2,950,1900]
[29,"室内消火栓","水压强度，密封性能","/","组",2,950,1900]
[30,"应急照明灯具","基本功能试验，充放电试验，恒定湿热试验","/","组",2,2170,4340]
[31,"甲级防火门","耐火性能","/","组",2,6000,12000]
[32,"乙级防火门","耐火性能","/","组",2,4000,8000]
[33,"防火卷帘","耐火性能","/","组",2,8200,16400]
[34,"防火阀","耐火性能","/","组",2,6200,12400]
[35,"灯具","电性能（输入功率）、电性能（功率因数）、光度性能（灯具效能）、灯具的效率、谐波含量（谐波电流）","/","组",5,1520,7600]
[36,"电线电缆燃烧性能","燃烧性能","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",5,3000,15000]
[37,"PVC-U 塑料管道系统用溶剂型胶粘剂","溶解性、粘度、粘结强度（默认固化时间 2h，16h或 72h 请注明一般为 2h）、水压爆破强度（给水用项目）","住宅工程按每30000m2送检一组，最多不超7组；非住宅工程可参照执行","组",5,1300,6500]
[38,"风机盘管机组","风量、输入功率、供冷量、噪声、供热量","按结构形式抽检，同厂家的风机盘管机组数量在 500 台以下时，抽检 2 台；每增加 1000 台时应增加抽检 1 台。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计算。当符合本规范第 3.2.3 条规定时，检验批容量可以扩大一倍。（《建筑节能工程施工质量验收标准》 GB 50411-2019）","组",2,9200,18400]
[39,"蒸压加气混凝土砌块、蒸压泡沫混凝土砖","导热系数、抗压强度、吸水率、密度","①墙体节能工程：同厂家、同品种产品，按照扣除门窗洞口后的保温墙面面积所使用的材料用量，在5000 m2以内时应复验1次；面积每增加5000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n②屋面节能工程：同厂家、同品种产品，扣除天窗、采光顶后的屋面面积在1000 m2以内时应复验1次；面积每增加1000 m2应增加复验1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n③幕墙节能工程：同厂家、同品种产品，幕墙面积在 3000m2以内时应复验 1 次；面积每增加 3000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。","组",5,1900,9500]
[40,"建筑保温砂浆","抗压强度、干密度、导热系数","①墙体节能工程：同厂家、同品种产品，按照扣除门窗洞口后的保温墙面面积所使用的材料用量，在5000 m2以内时应复验1次；面积每增加5000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n②屋面节能工程：同厂家、同品种产品，扣除天窗、采光顶后的屋面面积在1000 m2以内时应复验1次；面积每增加1000 m2应增加复验1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n③幕墙节能工程：同厂家、同品种产品，幕墙面积在 3000m2以内时应复验 1 次；面积每增加 3000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。","组",5,1830,9150]
[41,"挤塑聚苯乙烯泡沫塑料板","导热系数、密度、压缩强度、燃烧性能","①墙体节能工程：同厂家、同品种产品，按照扣除门窗洞口后的保温墙面面积所使用的材料用量，在5000 m2以内时应复验1次；面积每增加5000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n②屋面节能工程：同厂家、同品种产品，扣除天窗、采光顶后的屋面面积在1000 m2以内时应复验1次；面积每增加1000 m2应增加复验1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。当符合本标准第3．2．3条的规定时，检验批容量可以扩大一倍。\n③幕墙节能工程：同厂家、同品种产品，幕墙面积在 3000m2以内时应复验 1 次；面积每增加 3000 m2应增加1次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。","组",2,2600,5200]
[42,"中空玻璃光学性能","传热系数、遮阳系数、可见光透射比","①幕墙节能工程：同厂家、同品种产品，幕墙面积在 3000 m2以内时应复验 1次；面积每增加 3000 m2应增加 1 次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检面积。\n②门窗节能工程：按同厂家、同材质、同开启方式、同型材系列的产品各抽查一次。同工程项目、同施工单位且同期施工的多个单位工程，可合并计算抽检数量。","组",2,4800,9600]
[43,"生活饮用水水质检验","浑浊度、色度、pH值、嗅和味、肉眼可见物、菌落总数、总大肠菌群、铁、錳、余氯、氨氮、溶解性总固体、阴离子表面活性剂、总磷、总氮等","生活给水和直饮水必须分开取样检验；\n同一项目分期验收的，报告有效期为6个月","组",2,8700,17400]
[44,"建筑外门窗物理性能","气密性能、水密性能、抗风压性能（尺寸考虑2m*2m）","1000 ㎡以下1组（3樘）、1000～3000㎡ 2组（6樘）、3000 ㎡以上3组（9樘）；相同类型、结构及规格尺寸的试件，应至少检测3樘，且以3樘为1组进行评定。","组",2,7500,15000]
[45,"粗集料","堆积密度、吸水率、针片状颗粒含量、洛杉矶磨耗损失、石料压碎值、坚固性、软石含量、石料磨光值、含水率、冲击值、筛分","按每 400 方或 600 吨为送检 1组，不足（400 方或 600 吨）按 400方或 600 吨方算，每组不少于 30kg","组",2,3370,6740]
[46,"细集料","砂当量、坚固性、含泥量（仅天然砂检）、亚甲蓝值（砂不检测）、含水率、有机质含量、筛分","按每 400 方或 600 吨为送检 1组，不足（400 方或 600 吨）按 400 方或 600 吨方算，每组不少于50kg","组",2,1350,2700]
[47,"钢结构防腐涂料","容器中状态、施工性、涂膜外观、附着力、干燥时间（表干）、耐弯曲性、耐冲击性、耐水性","/","组",5,1300,6500]
[48,"钢结构防火涂料","容器中状态、粘结强度、初期干燥抗裂性、抗压强度（非膨胀型检）","/","组",5,1150,5750]
[49,"钢管脚手架对接扣件","抗拉性能","/","组",3,800,2400]
[50,"钢管脚手架旋转扣件","抗滑、抗破坏性能","/","组",3,3200,9600]
[51,"钢管脚手架直角扣件","抗滑、抗破坏性能、扭转刚度性能","/","组",3,4000,12000]
[52,"水泥稳定级配碎石","击实试验、无侧限抗压强度","/","组",3,950,2850]
[53,"水泥稳定石屑","击实试验、无侧限抗压强度","/","组",3,950,2850]
[54,"建筑室内腻子","容器中状态、施工性、初期干燥抗裂性、干燥时间（表干）、耐水性、打磨性、粘结强度（标准状态）","/","组",8,1600,12800]
[55,"建筑外墙用腻子","容器中状态、施工性、干燥时间（表干）、耐水性、耐碱性、打磨性、粘结强度（标准状态）、初期干燥抗裂性","/","组",8,1790.57,14324.56]
[56,"内墙乳胶漆-底漆","容器中状态、施工性、涂膜外观、耐碱性","/","组",8,450,3600]
[57,"内墙乳胶漆-面漆","容器中状态、施工性、涂膜外观、耐洗刷性、耐碱性","/","组",8,700,5600]
[58,"建筑用轻钢龙骨","壁厚、双面镀锌层厚度","/","组",2,300,600]
[59,"建筑石膏","细度、凝结时间、2h抗压强度、2h抗折强度","对于年产量小于15万t的生产厂，以不超过60t为一批；对于年产量等于或大于15万t的生产厂，以不超过120t为一批","组",2,750,1500]
["合计",{"$nulls":6},465864.56]