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[2,"地基基础",{"$f":"地基基础!J19","v":576500}]
[3,"市政道路",{"$f":"市政道路!K19","v":108230}]
[4,"监测",{"$f":"监测!I133","v":757046.96}]
[5,"汇总",{"$f":"SUM(C2:C5)","v":1841156.96}]
["备注：本项目清单中各个类别合计金额和汇总金额仅供各供应商参考计算报价，最高限价及结算价计算方式以磋商文件为准。"]

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["佛山市高明区富湾大田工业区排水防涝设施建设项目材料检测清单"]
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[{"$f":"ROW()-2","v":1},"水泥","胶砂强度","同标号，同一出厂编号：散装水泥不超过500t为一批；袋装水泥不超过200t为一批。","组",15,{"v":400,"d":"400.00"},{"$f":"F3*G3","v":{"v":6000,"d":"6000.00"}},"粤建检协[2015]8号4.1.5"]
[2,null,"凝结时间",null,"组",15,{"v":100,"d":"100.00"},{"v":1500,"d":"1500.00"},"粤建检协[2015]8号4.1.1"]
[3,null,"安定性",null,"组",15,{"v":100,"d":"100.00"},{"v":1500,"d":"1500.00"},"粤建检协[2015]8号4.1.3"]
[4,null,"氯离子",null,"组",15,{"v":300,"d":"300.00"},{"v":4500,"d":"4500.00"},"粤建检协[2015]8号4.1.23"]
[5,"砂","表观密度","不超过400m³或600t为一验收批。","组",6,{"v":100,"d":"100.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.4.2"]
[6,null,"颗粒级配",null,"组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1,200.00"},"粤建检协[2015]8号4.4.1"]
[7,null,"含泥量",null,"组",6,{"v":150,"d":"150.00"},{"v":900,"d":"900.00"},"粤建检协[2015]8号4.4.8"]
[8,null,"泥块含量",null,"组",6,{"v":150,"d":"150.00"},{"v":900,"d":"900.00"},"粤建检协[2015]8号4.4.9"]
[9,null,"氯离子",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1,800.00"},"粤建检协[2015]8号4.4.15"]
[10,"碎石","表观密度","不超过400m³或600t为一验收批。","组",6,{"v":100,"d":"100.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.5.2"]
[11,null,"颗粒级配",null,"组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.5.1"]
[12,null,"含泥量",null,"组",6,{"v":150,"d":"150.00"},{"v":900,"d":"900.00"},"粤建检协[2015]8号4.5.8"]
[13,null,"泥块含量",null,"组",6,{"v":150,"d":"150.00"},{"v":900,"d":"900.00"},"粤建检协[2015]8号4.5.9"]
[14,null,"坚固性",null,"组",6,{"v":800,"d":"800.00"},{"v":4800,"d":"4800.00"},"粤建检协[2015]8号4.5.10"]
[15,null,"针片状颗粒含量",null,"组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.5.11"]
[16,null,"压碎指标",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.5.12"]
[17,"粉煤灰","需水量比","连续供应的200t相同等级的粉煤灰为一批。","组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.13.5"]
[18,null,"烧失量",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.9"]
[19,null,"三氧化硫",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.10"]
[20,null,"碱含量",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.13"]
[21,null,"安定性",null,"组",6,{"v":100,"d":"100.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.13.7"]
[22,null,"游离氧化钙",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.12"]
[23,"矿渣粉","比表面积","不超过200t为一批；","组",6,{"v":350,"d":"350.00"},{"v":2100,"d":"2100.00"},"粤建检协[2015]8号4.13.3"]
[24,null,"活性指数",null,"组",6,{"v":800,"d":"800.00"},{"v":4800,"d":"4800.00"},"粤建检协[2015]8号4.13.8"]
[25,null,"流动度比",null,"组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.13.6"]
[26,null,"三氧化硫",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.10"]
[27,null,"烧失量",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.13.9"]
[28,"外加剂","减水率","不超过 30t 为一批。","组",6,{"v":200,"d":"200.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.11.15"]
[29,null,"泌水率比",null,"组",6,{"v":600,"d":"600.00"},{"v":3600,"d":"3600.00"},"粤建检协[2015]8号4.11.16"]
[30,null,"抗压强度比",null,"组",6,{"v":800,"d":"800.00"},{"v":4800,"d":"4800.00"},"粤建检协[2015]8号4.11.10"]
[31,null,"氯离子含量",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.11.7"]
[32,null,"总碱量",null,"组",6,{"v":300,"d":"300.00"},{"v":1800,"d":"1800.00"},"粤建检协[2015]8号4.11.10"]
[33,"混凝土配合比","配合比设计/验证","同一混凝土配合比设计送检一次；\n当水泥、外加剂或矿物掺合料等原材料品种、质量有显著变化时，或对混凝土性能有特殊要求时，应重新进行配合比设计。","组",6,{"v":1000,"d":"1000.00"},{"v":6000,"d":"6000.00"},"粤建检协[2015]8号4.8.9"]
[34,"混凝土试块","抗压强度","连续浇筑同标号100m3各1组","组",100,{"v":60,"d":"60.00"},{"v":6000,"d":"6,000.00"},"粤建检协[2015]8号4.8.10"]
[35,null,"抗折强度","连续浇筑同标号100m3各1组","组",40,{"v":300,"d":"300.00"},{"v":12000,"d":"12,000.00"},"粤建检协[2015]8号4.8.14"]
[36,"水泥净浆试块抗压","抗压强度","每工作班留置一组","组",6,{"v":50,"d":"50.00"},{"v":300,"d":"300.00"},"市场价"]
[37,"砂浆试块","抗压强度","每一班次不少于一组","组",20,{"v":50,"d":"50.00"},{"v":1000,"d":"1,000.00"},"粤建检协[2015]8号4.9.10"]
[38,"钢筋原材（抗震）","屈服强度、抗拉强度、断后伸长率、弯曲","同一牌号、同一炉灌号、同一规格为验收批，重量不大于60吨。","组",50,{"v":150,"d":"150.00"},{"v":7500,"d":"7500.00"},"粤建检协[2015]8号4.16.1"]
[39,null,"重量偏差",null,"组",50,{"v":50,"d":"50.00"},{"v":2500,"d":"2500.00"},"粤建检协[2015]8号4.16.2"]
[40,null,"强屈比、超强比",null,"组",50,{"v":50,"d":"50.00"},{"v":2500,"d":"2500.00"},"粤建检协[2015]8号4.16.4"]
[41,null,"最大力总伸长率",null,"组",50,{"v":50,"d":"50.00"},{"v":2500,"d":"2500.00"},"粤建检协[2015]8号4.16.3"]
[42,null,"反向弯曲",null,"组",50,{"v":80,"d":"80.00"},{"v":4000,"d":"4000.00"},"粤建检协[2015]8号4.16.6"]
[43,"钢筋原材（非抗震）","屈服强度、抗拉强度、断后伸长率、弯曲","同一牌号、同一炉灌号、同一规格为验收批，重量不大于60吨。","组",5,{"v":150,"d":"150.00"},{"v":750,"d":"750.00"},"粤建检协[2015]8号4.16.1"]
[44,null,"重量偏差",null,"组",5,{"v":50,"d":"50.00"},{"v":250,"d":"250.00"},"粤建检协[2015]8号4.16.2"]
[45,null,"最大力总伸长率",null,"组",5,{"v":50,"d":"50.00"},{"v":250,"d":"250.00"},"粤建检协[2015]8号4.16.4"]
[46,"钢筋焊接","抗拉强度","同一牌号、同直径300个为一批。","组",10,{"v":100,"d":"100.00"},{"v":1000,"d":"1000.00"},"粤建检协[2015]8号4.17.1"]
[47,"机械连接","抗拉强度","同一牌号、同直径500个/批","组",20,{"v":100,"d":"100.00"},{"v":2000,"d":"2000.00"},"粤建检协[2015]8号4.18.1"]
[48,null,"残余变形",null,"组",3,{"v":500,"d":"500.00"},{"v":1500,"d":"1500.00"},"粤建检协[2015]8号4.18.4"]
[49,"钢管圆管","屈服强度、抗拉强度、断后伸长率、弯曲","每批按同一牌号、同一炉号、同一规格和同一热处理组成。","组",3,{"v":500,"d":"500.00"},{"v":1500,"d":"1,500.00"},"粤建检协[2015]8号4.25.3"]
[50,"钢材原材","拉伸、弯曲","同一牌号、同一炉号、同一质量等级、同一品种、同一规格、同一热处理为验收批，重量不大于60吨","组",5,{"v":150,"d":"150.00"},{"v":750,"d":"750.00"},"粤建检协[2015]8号4.16.1"]
[51,"普通螺栓","拉力试验","按不同材料进场批次，每种规格每批次抽1组","组",3,{"v":600,"d":"600.00"},{"v":1800,"d":"1800.00"},"市场价"]
[52,null,"剪切试验",null,"组",3,{"v":500,"d":"500.00"},{"v":1500,"d":"1500.00"},"粤建检协[2015]8号4.20.7"]
[53,"土工格栅","抗拉强度/断裂强力","10000㎡为一批","组",3,{"v":400,"d":"400.00"},{"v":1200,"d":"1,200.00"},"粤建检协[2015]8号10.18.8"]
[54,null,"标称伸长率/断后伸长率",null,"组",3,{"v":300,"d":"300.00"},{"v":900,"d":"900.00"},"粤建检协[2015]8号10.18.9"]
[55,"土工布","厚度","10000㎡为一批","组",5,{"v":100,"d":"100.00"},{"v":500,"d":"500.00"},"粤建检协[2015]8号10.18.2"]
[56,null,"单位面积质量偏差",null,"组",5,{"v":100,"d":"100.00"},{"v":500,"d":"500.00"},"粤建检协[2015]8号10.18.1"]
[57,null,"垂直渗透系数",null,"组",5,{"v":600,"d":"600.00"},{"v":3000,"d":"3000.00"},"粤建检协[2015]8号10.18.6"]
[58,null,"断裂强力",null,"组",5,{"v":400,"d":"400.00"},{"v":2000,"d":"2000.00"},"粤建检协[2015]8号10.18.8"]
[59,null,"纵、横向标称强度对应伸长率",null,"组",5,{"v":400,"d":"400.00"},{"v":2000,"d":"2000.00"},"粤建检协[2015]8号10.18.19"]
[60,"土工材料","击实试验","按相同土质为同一批次，每批取一组","组",10,{"v":800,"d":"800.00"},{"v":8000,"d":"8,000.00"},"粤建检协[2015]8号10.11.1"]
[{"$f":"ROW()-2","v":61},"改性沥青","针入度","每车或每50t检测一次","组",2,{"v":200,"d":"200.00"},{"$f":"F63*G63","v":{"v":400,"d":"400.00"}},"粤建检协[2015]8号10.9.2"]
[62,null,"针入度指数",null,"组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号10.9.24"]
[63,null,"延度",null,"组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号10.9.3"]
[64,null,"软化点",null,"组",2,{"v":150,"d":"150.00"},{"v":300,"d":"300.00"},"粤建检协[2015]8号10.9.4"]
[65,null,"运动粘度",null,"组",2,{"v":1000,"d":"1000.00"},{"v":2000,"d":"2,000.00"},"粤建检协[2015]8号10.9.15"]
[66,null,"闪点",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.10"]
[67,null,"溶解度",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.8"]
[68,null,"弹性恢复",null,"组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号10.9.18"]
[69,null,"贮存稳定性",null,"组",2,{"v":600,"d":"600.00"},{"v":1200,"d":"1,200.00"},"粤建检协[2015]8号10.9.17"]
[70,null,"TFOT后（质量变化、残留针入度比、残留延度）",null,"组",2,{"v":500,"d":"500.00"},{"v":1000,"d":"1,000.00"},"粤建检协[2015]8号10.9.6"]
[71,"石油沥青","针入度","同一厂家的同一品种、同一类型的进厂材料应至少抽取一组样品进行复验","组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.2"]
[72,null,"针入度指数",null,"组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号10.9.24"]
[73,null,"软化点",null,"组",2,{"v":150,"d":"150.00"},{"v":300,"d":"300.00"},"粤建检协[2015]8号10.9.4"]
[74,null,"动力粘度",null,"组",2,{"v":1500,"d":"1500.00"},{"v":3000,"d":"3,000.00"},"粤建检协[2015]8号10.9.14"]
[75,null,"延度",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.3"]
[76,null,"蜡含量",null,"组",2,{"v":4000,"d":"4000.00"},{"v":8000,"d":"8,000.00"},"粤建检协[2015]8号10.9.5"]
[77,null,"闪点",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.10"]
[78,null,"密度",null,"组",2,{"v":180,"d":"180.00"},{"v":360,"d":"360.00"},"粤建检协[2015]8号10.9.1"]
[79,null,"TFOT后（质量变化、残留针入度比、残留延度）",null,"组",2,{"v":500,"d":"500.00"},{"v":1000,"d":"1,000.00"},"粤建检协[2015]8号10.9.6"]
[80,"乳化沥青","恩格拉粘度","每车或每100t检测一次","组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号10.9.22"]
[81,null,"储存稳定度",null,"组",2,{"v":600,"d":"600.00"},{"v":1200,"d":"1,200.00"},"粤建检协[2015]8号10.9.17"]
[82,null,"筛上残余物",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.20"]
[83,null,"与粗集料的粘附性",null,"组",2,{"v":150,"d":"150.00"},{"v":300,"d":"300.00"},"粤建检协[2015]8号10.9.7"]
[84,null,"蒸发残留物（针入度、延度、溶解度、残留分含量）",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号10.9.19"]
[85,"粗集料","压碎值","以400m3或600吨为一验收批","组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.5.12"]
[86,null,"筛分",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号4.5.1"]
[87,null,"洛杉矶磨耗损失",null,"组",2,{"v":500,"d":"500.00"},{"v":1000,"d":"1,000.00"},"粤建检协[2015]8号4.5.17"]
[88,null,"表观相对密度",null,"组",2,{"v":100,"d":"100.00"},{"v":200,"d":"200.00"},"粤建检协[2015]8号4.5.2"]
[89,null,"吸水率",null,"组",2,{"v":100,"d":"100.00"},{"v":200,"d":"200.00"},"粤建检协[2015]8号4.5.7"]
[90,null,"坚固性",null,"组",2,{"v":800,"d":"800.00"},{"v":1600,"d":"1,600.00"},"粤建检协[2015]8号4.5.10"]
[91,null,"针片状颗粒含量",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号4.5.11"]
[92,null,"软石含量",null,"组",2,{"v":300,"d":"300.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.5.20"]
[93,null,"磨光值",null,"组",2,{"v":2000,"d":"2000.00"},{"v":4000,"d":"4,000.00"},"粤建检协[2015]8号4.5.18"]
[94,null,"沥青粘附性",null,"组",2,{"v":150,"d":"150.00"},{"v":300,"d":"300.00"},"粤建检协[2015]8号10.9.7"]
[95,null,"水洗法＜0.075mm颗粒含量",null,"组",2,{"v":150,"d":"150.00"},{"v":300,"d":"300.00"},"粤建检协[2015]8号4.5.8"]
[96,"细集料","表观密度","以400m3或600吨为一验收批","组",2,{"v":100,"d":"100.00"},{"v":200,"d":"200.00"},"粤建检协[2015]8号4.4.2"]
[97,null,"筛分",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号4.4.1"]
[98,null,"坚固性",null,"组",2,{"v":800,"d":"800.00"},{"v":1600,"d":"1,600.00"},"粤建检协[2015]8号4.4.10"]
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[104,null,"含水量",null,"组",2,{"v":100,"d":"100.00"},{"v":200,"d":"200.00"},"粤建检协[2015]8号10.8.6"]
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[115,null,"弯拉强度",null,"组",3,{"v":500,"d":"500.00"},{"v":1500,"d":"1,500.00"},"市场价"]
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[119,null,"防滑性",null,"组",3,{"v":500,"d":"500.00"},{"v":1500,"d":"1,500.00"},"市场价"]
[120,null,"耐磨性",null,"组",3,{"v":600,"d":"600.00"},{"v":1800,"d":"1,800.00"},"市场价"]
[121,"砌墙砖","抗压强度","10万块为一批","组",4,{"v":300,"d":"300.00"},{"v":1200,"d":"1,200.00"},"粤建检协[2015]8号4.26.4"]
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[123,null,"残余变形",null,"组",10,{"v":500,"d":"500.00"},{"v":5000,"d":"5,000.00"},"粤建检协[2015]8号10.16.2"]
[124,"防坠网","断裂强力","同一厂家的同一品种、同一类型的进厂材料应至少抽取一组样品进行复验","组",5,{"v":500,"d":"500.00"},{"v":2500,"d":"2500.00"},"粤建检协[2015]8号7.14.1"]
[125,"橡胶止水带","拉伸强度、拉断伸长率","同标记的膨胀橡胶产量为一批","组",3,{"v":400,"d":"400.00"},{"v":1200,"d":"1200.00"},"粤建检协[2015]8号4.41.2"]
[126,null,"硬度",null,"组",3,{"v":200,"d":"200.00"},{"v":600,"d":"600.00"},"粤建检协[2015]8号4.41.1"]
[127,"钢筋混凝土排水管","裂缝荷载","组批规则详见标准GB/T 11836-2009中的8.2.2条","组",20,{"v":2000,"d":"2000.00"},{"v":40000,"d":"40,000.00"},"粤建检协[2015]8号10.19.9"]
[128,null,"破坏荷载",null,"组",20,{"v":2000,"d":"2000.00"},{"v":40000,"d":"40,000.00"},"粤建检协[2015]8号10.19.5"]
[129,"预制混凝土检查井","承载力试验","同一厂家的同一品种、同一类型的进厂材料应至少抽取一组样品进行复验","组",5,{"v":2000,"d":"2000.00"},{"v":10000,"d":"10,000.00"},"粤建检协[2015]8号10.19.5"]
[130,null,"外观质量",null,"组",5,{"v":500,"d":"500.00"},{"v":2500,"d":"2,500.00"},"粤建检协[2015]8号10.19.3"]
[131,null,"尺寸偏差",null,"组",5,{"v":500,"d":"500.00"},{"v":2500,"d":"2,500.00"},"粤建检协[2015]8号10.19.4"]
[132,null,"保护层厚度",null,"组",5,{"v":500,"d":"500.00"},{"v":2500,"d":"2,500.00"},"粤建检协[2015]8号10.19.2"]
[133,"聚乙烯排水管","环刚度","不超过60t为一批","组",5,{"v":600,"d":"600.00"},{"v":3000,"d":"3,000.00"},"粤建检协[2015]8号4.43.9"]
[134,null,"环柔性",null,"组",5,{"v":400,"d":"400.00"},{"v":2000,"d":"2,000.00"},"粤建检协[2015]8号4.43.10"]
[135,null,"烘箱试验",null,"组",5,{"v":200,"d":"200.00"},{"v":1000,"d":"1,000.00"},"粤建检协[2015]8号4.43.12"]
[136,null,"冲击性能",null,"组",5,{"v":300,"d":"300.00"},{"v":1500,"d":"1,500.00"},"粤建检协[2015]8号4.43.6"]
[137,"玻璃纤维增强树脂材料","拉伸强度","同一厂家的同一品种、同一类型的进厂材料应至少抽取一组样品进行复验","组",3,{"v":1000,"d":"1000.00"},{"v":3000,"d":"3,000.00"},"市场价"]
[138,null,"弯曲强度",null,"组",3,{"v":1000,"d":"1000.00"},{"v":3000,"d":"3,000.00"},"市场价"]
[139,null,"弯曲弹性模量"]
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[154,null,"落锤冲击",null,"组",2,{"v":200,"d":"200.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号4.47.3"]
[155,"电线电缆","结构尺寸检查(绝缘厚度、外径）","按一次进货同类型、同一厂家、型号、规格、批号的产品为一批。","芯",3,{"v":180,"d":"180.00"},{"v":540,"d":"540.00"},"粤建检协[2015]8号4.55.2"]
[156,null,"导体检查（导体种类、导体直流电阻）",null,"芯",3,{"v":150,"d":"150.00"},{"v":450,"d":"450.00"},"粤建检协[2015]8号4.55.6"]
[157,null,"电压试验",null,"芯",3,{"v":150,"d":"150.00"},{"v":450,"d":"450.00"},"粤建检协[2015]8号4.55.8"]
[158,null,"绝缘电阻",null,"芯",3,{"v":150,"d":"150.00"},{"v":450,"d":"450.00"},"粤建检协[2015]8号4.55.7"]
[159,null,"热延伸试验",null,"组",1,{"v":400,"d":"400.00"},{"v":400,"d":"400.00"},"粤建检协[2015]8号4.55.5"]
[160,null,"绝缘层老化前机械性能",null,"组",1,{"v":250,"d":"250.00"},{"v":250,"d":"250.00"},"粤建检协[2015]8号4.55.3"]
[161,"标线涂料","密度","同一厂家、规格型号为一批","组",1,{"v":200,"d":"200.00"},{"v":200,"d":"200.00"},"市场价"]
[162,null,"抗压强度",null,"组",1,{"v":500,"d":"500.00"},{"v":500,"d":"500.00"},"市场价"]
[163,null,"涂膜外观",null,"组",1,{"v":50,"d":"50.00"},{"v":50,"d":"50.00"},"市场价"]
[164,null,"不粘胎干燥时间",null,"组",1,{"v":150,"d":"150.00"},{"v":150,"d":"150.00"},"市场价"]
[165,null,"色度性能",null,"组",1,{"v":500,"d":"500.00"},{"v":500,"d":"500.00"},"市场价"]
[166,null,"耐磨性",null,"组",1,{"v":600,"d":"600.00"},{"v":600,"d":"600.00"},"市场价"]
[167,null,"耐水性",null,"组",1,{"v":300,"d":"300.00"},{"v":300,"d":"300.00"},"市场价"]
[168,null,"耐碱性",null,"组",1,{"v":300,"d":"300.00"},{"v":300,"d":"300.00"},"市场价"]
[169,"反光膜","外观质量","同一厂家、规格型号为一批","组",1,{"v":50,"d":"50.00"},{"v":50,"d":"50.00"},"市场价"]
[170,null,"抗拉荷载",null,"组",1,{"v":500,"d":"500.00"},{"v":500,"d":"500.00"},"市场价"]
[171,null,"色度性能",null,"组",1,{"v":300,"d":"300.00"},{"v":300,"d":"300.00"},"市场价"]
[172,null,"逆反射系数",null,"组",1,{"v":300,"d":"300.00"},{"v":300,"d":"300.00"},"市场价"]
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[174,"铝合金标志底板","力学性能","同一厂家、规格型号为一批","组",1,{"v":500,"d":"500.00"},{"v":500,"d":"500.00"},"粤建检协[2015]8号4.29.2"]
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[11,null,"JFW6止水帷幕搅拌桩","钻芯","根","总桩数的0.5%-1%，且不少于3点","《建筑地基基础检测规范》DBJ/T 15-60-2019",3,"280/米",{"$f":"H13*280*12","v":10080},null,"直径500，72根，桩长11米"]
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["序号","路名","分项工程部位","工序名称","检测项目","单位","检测频率","工程数量","检测数量","单价（元）","小计（元）","收费依据"]
[1,null,"道路工程","路基","压实度","点","每层每1000m2测3点","约10000m2，预估回填3层",45,{"v":150,"d":"150.00"},{"$f":"J3*I3","v":{"v":6750,"d":"6750.00"}},"粤建检协〔2015〕8号第10.1.4"]
[2,null,null,"路基顶层","弯沉","点","每车道每20m测1点","1000m，2车道",50,{"v":56,"d":"56.00"},{"$f":"J4*I4","v":{"v":2800,"d":"2800.00"}},"粤建检协〔2015〕8号第10.1.5"]
[3,null,null,"中粒式沥青砼AC-20C","厚度","点","每层每1000m2测1点","10000m2",15,{"v":500,"d":"500.00"},{"$f":"J5*I5","v":{"v":7500,"d":"7500.00"}},"粤建检协〔2015〕8号第10.1.6"]
[4,{"$nulls":3},"压实度","点","每层每1000m2测1点","10000m2",15,{"v":150,"d":"150.00"},{"v":2250,"d":"2250.00"},"粤建检协〔2015〕8号第10.1.4"]
[5,{"$nulls":3},"弯沉","点","每车道每20m测1点","1000m，2车道",50,{"v":56,"d":"56.00"},{"v":2800,"d":"2800.00"},"粤建检协〔2015〕8号第10.1.5"]
[6,null,null,"细粒式改性沥青砼AC-13C","厚度","点","每层每1000m2测1点","10000m2",15,{"v":500,"d":"500.00"},{"v":7500,"d":"7500.00"},"粤建检协〔2015〕8号第10.1.6"]
[7,{"$nulls":3},"压实度","点","每层每1000m2测1点","10000m2",15,{"v":150,"d":"150.00"},{"v":2250,"d":"2250.00"},"粤建检协〔2015〕8号第10.1.4"]
[8,{"$nulls":3},"弯沉","点","每车道每20m测1点","1000m，2车道",50,{"v":56,"d":"56.00"},{"v":2800,"d":"2800.00"},"粤建检协〔2015〕8号第10.1.5"]
[9,{"$nulls":3},"构造深度","点","每200m测1点","1000m，2车道",3,{"v":50,"d":"50.00"},{"v":150,"d":"150.00"},"粤检协[2015]8号文，10.1.7"]
[10,{"$nulls":3},"摩擦系数","点","每200m测1点","1000m，2车道",3,{"v":120,"d":"120.00"},{"v":360,"d":"360.00"},"粤检协[2015]8号文，10.1.8"]
[11,{"$nulls":3},"渗水系数","点","每200m测1点","1000m，2车道",3,{"v":80,"d":"80.00"},{"v":240,"d":"240.00"},"粤检协[2015]8号文，10.1.9"]
[12,{"$nulls":3},"平整度","处","采用3米直尺，每20m测1处","1000m，2车道",25,{"v":30,"d":"30.00"},{"v":750,"d":"750.00"},"粤检协[2015]8号文，10.1.3"]
[13,null,"交通工程","标线","厚度","处","道路前中后各取3个测试段，每个测试段测3处，每处测6点","54处",54,{"v":20,"d":"20.00"},{"$f":"I15*J15","v":{"v":1080,"d":"1080.00"}},"粤建检协〔2015〕8号第10.6.4"]
[14,{"$nulls":3},"逆反射系数","处","道路前中后各取3个测试段，每个测试段测3处，每处测9点","81处",70,{"v":200,"d":"200.00"},{"$f":"I16*J16","v":{"v":14000,"d":"14000.00"}},"粤建检协〔2015〕8号第10.6.3"]
[15,null,null,"雨水管道","压实度","点","每层每侧每1000m2测3点","约10000m2，管底1层，管侧2层，管顶2层",190,{"v":150,"d":"150.00"},{"$f":"J17*I17","v":{"v":28500,"d":"28500.00"}},"粤建检协〔2015〕8号第10.1.4"]
[16,null,null,"污水管道","压实度","点","每层每侧每1000m2测3点","约10000m2，管底1层，管侧2层，管顶2层",190,{"v":150,"d":"150.00"},{"$f":"J18*I18","v":{"v":28500,"d":"28500.00"}},"粤建检协〔2015〕8号第10.1.4"]
[17,null,"合计（元）",{"$nulls":7},{"$f":"SUM(K3:K18)","v":{"v":108230,"d":"108,230.00"}}]

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["佛山市高明区富湾大田工业区排水防涝设施建设项目第三方监测报价清单"]
["污水管网部分"]
["序号","单体名称","监测项目",null,"监测数量","单位","监测次数"," 单价（元）","合价","备注"]
[{"$nulls":8},"（元）"]
[1,"高富一路GFW1~GFW10","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",10,"点","/",250,{"$f":"E5*H5","v":2500},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",10,"点·次",5,74,{"$f":"E6*H6*G6","v":3700},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",10,"点·次",5,50,{"$f":"E7*H7*G7","v":2500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",10,"点","/",250,{"$f":"E8*H8","v":2500},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",10,"点·次",5,50,{"$f":"E9*H9*G9","v":2500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I6+I7+I9)*0.22","v":1914}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I5:I10)","v":15614}]
[2,"华富路HFW1~HFW3、HFW16~HFW17","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",4,"点","/",250,{"$f":"E12*H12","v":1000},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",4,"点·次",5,74,{"$f":"E13*H13*G13","v":1480},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",4,"点·次",5,50,{"$f":"E14*H14*G14","v":1000},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）周边地表竖向位移监测点","沉降观测点埋设费",4,"点","/",250,{"$f":"E15*H15","v":1000},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",4,"点·次",5,50,{"$f":"E16*H16*G16","v":1000},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I13+I14+I16)*0.22","v":765.6}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I12:I17)","v":6245.6}]
[3,"东诚路DCW13-1~DCW13-3","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",3,"点","/",250,{"$f":"E19*H19","v":750},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",3,"点·次",5,74,{"$f":"E20*H20*G20","v":1110},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",3,"点·次",5,50,{"$f":"E21*H21*G21","v":750},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",3,"点","/",250,{"$f":"E22*H22","v":750},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",3,"点·次",5,50,{"$f":"E23*H23*G23","v":750},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I20+I21+I23)*0.22","v":574.2}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I19:I24)","v":4684.2}]
[4,"荷富路(富湾湖段)HFW1~HFW2","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",2,"点","/",250,{"$f":"E26*H26","v":500},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",2,"点·次",5,74,{"$f":"E27*H27*G27","v":740},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",2,"点·次",5,50,{"$f":"E28*H28*G28","v":500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）周边建筑物沉降监测点","沉降观测点埋设费",6,"点","/",250,1500,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",6,"点·次",5,50,{"$f":"E30*H30*G30","v":1500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",2,"点","/",250,500,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",2,"点·次",5,50,{"$f":"E32*H32*G32","v":500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I27+I28+I32+I30)*0.22","v":712.8}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I26:I33)","v":6452.8}]
[5,"金富雅苑JFW6~JFW19段污水顶管沉井(5M)","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",12,"点","/",250,{"$f":"E35*H35","v":3000},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",12,"点·次",5,74,{"$f":"E36*H36*G36","v":4440},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",12,"点·次",5,50,3000,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）深层水平位移监测点","测斜管埋设费",24,"m","/",180,4320,"粤建协[2015]8号，3.1.5-①，每孔按8米计算"]
[{"$nulls":3},"监测费",3,"点·次",5,600,9000,"粤建协[2015]8号，3.1.5-③"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",70,"点","/",250,17500,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",70,"点·次",5,50,{"$f":"E41*H41*G41","v":17500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（4）地下水位监测点","水位管埋设费",24,"m","/",180,{"$f":"E42*H42","v":4320},"粤建协[2015]8号，3.1.10-①，每孔按8米计算"]
[{"$nulls":3},"清孔费",3,"孔","/",420,{"$f":"E43*H43","v":1260},"粤建协[2015]8号，3.1.10-②"]
[{"$nulls":3},"监测费",3,"点·次",5,200,{"$f":"E44*H44*G44","v":3000},"粤建协[2015]8号，3.1.10-③"]
[null,null,"（5）周边建筑物沉降监测点","沉降观测点埋设费",10,"点","/",250,{"$f":"E45*H45","v":2500},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",10,"点·次",5,50,{"$f":"E46*H46*G46","v":2500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（6）周边管线变形监测点","沉降观测点埋设费",5,"个","/",250,{"$f":"E47*H47","v":1250},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",5,"点·次",5,50,{"$f":"E48*H48*G48","v":1250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（7）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I36+I37+I41+I46+I48)*0.22","v":6311.8}]
[null,null,"（8）小计",{"$nulls":5},{"$f":"SUM(I35:I49)","v":81151.8}]
[6,"污水管网部分合计",{"$nulls":6},{"$f":"I50+I34+I25+I11+I18","v":114148.4}]
["雨水管网部分"]
[1,"东诚路DCY4~DCY45","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",39,"点","/",250,{"$f":"E53*H53","v":9750},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",39,"点·次",5,74,{"$f":"E54*H54*G54","v":14430},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",39,"点·次",5,50,{"$f":"E55*H55*G55","v":9750},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",39,"点","/",250,{"$f":"E56*H56","v":9750},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",39,"点·次",5,50,{"$f":"E57*H57*G57","v":9750},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（6）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I54+I55+I57)*0.22","v":7464.6}]
[null,null,"（7）小计",{"$nulls":5},{"$f":"SUM(I53:I58)","v":60894.6}]
[2,"华富路HFY11~HFY45","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",33,"点","/",250,{"$f":"E60*H60","v":8250},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",33,"点·次",5,74,{"$f":"E61*H61*G61","v":12210},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",33,"点·次",5,50,{"$f":"E62*H62*G62","v":8250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",33,"点","/",250,{"$f":"E63*H63","v":8250},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",33,"点·次",5,50,{"$f":"E64*H64*G64","v":8250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I61+I62+I64)*0.22","v":6316.2}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I60:I65)","v":51526.2}]
[3,"E匝道外明渠开挖深度超过3m","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",9,"点","/",250,{"$f":"E67*H67","v":2250},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",9,"点·次",5,74,{"$f":"E68*H68*G68","v":3330},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",9,"点·次",5,50,{"$f":"E69*H69*G69","v":2250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",9,"点","/",250,{"$f":"E70*H70","v":2250},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",9,"点·次",5,50,{"$f":"E71*H71*G71","v":2250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（4）地下水位监测点","水位管埋设费",45,"m","/",180,8100,"粤建协[2015]8号，3.1.10-①，每孔按5米计算"]
[{"$nulls":3},"清孔费",9,"孔","/",420,3780,"粤建协[2015]8号，3.1.10-②"]
[{"$nulls":3},"监测费",9,"点·次",5,200,{"$f":"E74*H74*G74","v":9000},"粤建协[2015]8号，3.1.10-③"]
[null,null,"（5）桥墩沉降观测","沉降观测点埋设费",48,"点","/",250,{"$f":"E75*H75","v":12000},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",48,"点·次",5,50,12000,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（6）桥墩水平位移观测点","水平位移观测点埋设费",48,"点","/",250,{"$f":"E77*H77","v":12000},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",48,"点·次",5,74,17760,"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[null,null,"（6）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I68+I69+I71+I76+I78)*0.22","v":8269.8}]
[null,null,"（7）小计",{"$nulls":5},{"$f":"SUM(I67:I79)","v":95239.8}]
[4,"荷富路(富湾湖段)HFY5~HFY9，HFY14~HFY16","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",7,"点","/",250,{"$f":"E81*H81","v":1750},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",7,"点·次",5,74,{"$f":"E82*H82*G82","v":2590},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",7,"点·次",5,50,{"$f":"E83*H83*G83","v":1750},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",20,"点","/",250,{"$f":"E84*H84","v":5000},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",20,"点·次",5,50,{"$f":"E85*H85*G85","v":5000},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（5）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I82+I83+I85)*0.22","v":2054.8}]
[null,null,"（6）小计",{"$nulls":5},{"$f":"SUM(I81:I86)","v":18144.8}]
[5,"荷富路(富湾湖段)HFY9~HFY10段","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",2,"点","/",250,{"$f":"E88*H88","v":500},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",2,"点·次",7,74,{"$f":"E89*H89*G89","v":1036},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",2,"点·次",7,50,{"$f":"E90*H90*G90","v":700},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）周边地表竖向位移监测点","沉降观测点埋设费",10,"点","/",250,{"$f":"E91*H91","v":2500},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",10,"点·次",7,50,{"$f":"E92*H92*G92","v":3500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（3）周边管线沉降监测点","沉降观测点埋设费",15,"个","/",250,{"$f":"E93*H93","v":3750},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",15,"点·次",7,50,{"$f":"E94*H94*G94","v":5250},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（4）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I89+I90+I92+I94)*0.22","v":2306.92}]
[null,null,"（5）小计",{"$nulls":5},{"$f":"SUM(I88:I95)","v":19542.92}]
[6,"荷富路(富湾湖段)HFY10沉井)+58顶管段","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",4,"点","/",250,{"$f":"E97*H97","v":1000},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",4,"点·次",7,74,{"$f":"E98*H98*G98","v":2072},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",4,"点·次",7,50,{"$f":"E99*H99*G99","v":1400},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）深层水平位移监测点","测斜管埋设费",10,"m","/",180,1800,"粤建协[2015]8号，3.1.5-①，每孔按5米计算"]
[{"$nulls":3},"监测费",2,"点·次",7,600,{"$f":"E101*H101*G101","v":8400},"粤建协[2015]8号，3.1.5-③"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",35,"点","/",250,8750,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",35,"点·次",7,50,12250,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（4）地下水位监测点","水位管埋设费",10,"m","/",180,{"$f":"E104*H104","v":1800},"粤建协[2015]8号，3.1.10-①，每孔按5米计算"]
[{"$nulls":3},"清孔费",2,"孔","/",420,{"$f":"E105*H105","v":840},"粤建协[2015]8号，3.1.10-②"]
[{"$nulls":3},"监测费",2,"点·次",7,200,2800,"粤建协[2015]8号，3.1.10-③"]
[null,null,"（5）周边管线沉降监测点","沉降观测点埋设费",10,"个","/",250,{"$f":"E107*H107","v":2500},"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",10,"点·次",7,50,{"$f":"E108*H108*G108","v":3500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（6）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I98+I99+I103+I108)*0.22","v":4228.84}]
[null,null,"（7）小计",{"$nulls":5},{"$f":"SUM(I97:I109)","v":51340.84}]
[7,"华富路HFY45~HFY49雨水箱涵基坑开挖深度均超过5米，采用15米钢板桩支护开挖,E匝道下方明渠基坑开挖深度超过5米，采用钢板桩支护开挖(5m)。","（1）围护结构顶部位移监测点","水平位移、沉降观测点埋设费",6,"点","/",250,{"$f":"E111*H111","v":1500},"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",6,"点·次",15,74,{"$f":"E112*H112*G112","v":6660},"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[{"$nulls":3},"沉降观测点监测费",6,"点·次",15,50,4500,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（2）深层水平位移监测点","测斜管埋设费",48,"m","/",180,8640,"粤建协[2015]8号，3.1.5-①，每孔按8米计算"]
[{"$nulls":3},"监测费",6,"点·次",15,600,54000,"粤建协[2015]8号，3.1.5-③"]
[null,null,"（3）周边地表竖向位移监测点","沉降观测点埋设费",6,"点","/",250,1500,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",6,"点·次",15,50,{"$f":"E117*H117*G117","v":4500},"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（4）地下水位监测点","水位管埋设费",48,"m","/",180,{"$f":"E118*H118","v":8640},"粤建协[2015]8号，3.1.10-①，每孔按8米计算"]
[{"$nulls":3},"清孔费",6,"孔","/",420,2520,"粤建协[2015]8号，3.1.10-②"]
[{"$nulls":3},"监测费",6,"点·次",15,200,18000,"粤建协[2015]8号，3.1.10-③"]
[null,null,"（5）桥墩倾斜观测","测点埋设费",24,"点","/",250,3750,"粤建协[2015]8号，3.1.4-②"]
[{"$nulls":3},"监测费",24,"点·次",7,740,166500,"粤建协[2015]8号，3.1.4-③，≤60m简单"]
[null,null,"（6）桥墩沉降观测","沉降观测点埋设费",48,"点","/",250,3750,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",48,"点·次",15,50,11250,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（7）桥墩水平位移观测点","水平位移观测点埋设费",48,"点","/",250,3750,"粤建协[2015]8号，3.1.3-①"]
[{"$nulls":3},"水平位移观测点监测费",48,"点·次",15,74,16650,"粤建协[2015]8号，3.1.3-④，二等单向简单"]
[null,null,"（8）周边管线沉降监测点","沉降观测点埋设费",3,"个","/",250,750,"粤建协[2015]8号，3.1.1-①"]
[{"$nulls":3},"沉降观测点监测费",3,"点·次",7,50,1050,"粤建协[2015]8号，3.1.1-③，二等单向简单"]
[null,null,"（9）技术服务费=监测费*0.22（除地下水位及深层水平位移）",{"$nulls":5},{"$f":"(I112+I113+I117+I128+I126+I124+I122)*0.22","v":46444.2}]
[null,null,"（10）小计",{"$nulls":5},{"$f":"SUM(I111:I129)","v":364354.2}]
[8,"雨水管网部分合计",{"$nulls":6},{"$f":"I130+I110+I96+I80+I66+I59","v":642898.56}]
["总合计",{"$nulls":12},{"$f":"35/90","v":0.388888888888889}]
[1,"总合计",{"$nulls":6},{"$f":"I131+I51","v":757046.96}]
["说明："]
["1、收费标准按《广东省房屋建筑和市政工程工程质量安全检测收费指导价》（粤建协[2015]8号）计取。"]