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["衡阳市珠晖区江东村城中村改造及配套工程项目（雁城东路(东方里街-东二环））检测技术服务检测清单"]
["K0+000～K0+983.605全长 983.605米（28米宽，6车道）、K0+000～K0+190.602接线（20米宽）"]
["路基工程"]
["1、路基回填土方141994m³、接线路基回填土方18455m³"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"土工常规试验","5000m3",33,null,null,"含击实、承载比试验、含水量、液塑限、密度"]
[2,"路基压实度试验","1000㎡/3点/每层",1926,null,null,"灌砂法92%"]
[3,"路基弯沉试验","每车道/20米/点",350,null,null,"贝克曼梁法 "]
[4,"合计"]
["2、特殊路基处理  7处，回填素土87960.66m3，回填片石2731.176，回填砂砾682.794"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"土工常规试验","5000m3",18,null,null,"含击实、承载比试验、含水量、液塑限、密度"]
[2,"压实度试验","1000㎡/3点/每层",1077,null,null,"灌砂法"]
[3,"软土处理地基触探","100㎡/点",175,null,null,"触探"]
[4,"回填片石强度","400m3/组",7,null,null,"抗压强度，石料加工费50元/块，一组6块"]
[5,"天然砂砾","400m3/组",2,null,null,"含筛分、压碎值、含泥量、针片状含量、表观密度"]
[6,"合计"]
["3、水田、鱼塘清淤处理  9处，换填片石7404.14，回填砂砾1851.04，回填土33149.02m3，M7.5浆砌片石3284.44m3，抛石挤淤7804m³"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"土工常规试验","5000m3",7,null,null,"含击实、承载比试验、含水量、液塑限、密度"]
[2,"压实度试验","1000㎡/3点/每层",426,null,null,"灌砂法"]
[3,"软土处理地基触探","100㎡/点",330,null,null,"触探"]
[4,"回填片石强度","400m3/组",39,null,null,"抗压强度，石料加工费50元/块，一组6块"]
[5,"天然砂砾","400m3/组",5,null,null,"含筛分、压碎值、含泥量、针片状含量、表观密度"]
[6,"M7.5浆砌片石","50m³/组",66,null,null,"预估"]
[7,"合计"]
["4、防护工程M7.5浆砌片石骨架、镶边：3284m³边沟1942m³"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"砂浆强度抗压","同一标号砂浆每50m3 一组（6块）",66]
[2,"石料抗压强度","400m3/组",9,null,null,"抗压强度，石料加工费50元/块，一组6块"]
[3,"砂浆强度抗压","同一标号砂浆每50m3 一组（6块）",39]
[4,"石料抗压强度","400m3/组",5,null,null,"抗压强度，石料加工费50元/块，一组6块"]
[5,"合计"]
["5、圆管涵双孔正交1座"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"地基触探","5m检测1点",11]
[2,"基层砼抗压强度",null,2]
[3,"护管",null,2]
[4,"台背回填",null,84,null,null,"压实度"]
[5,"八字墙",null,2]
[6,"合计"]
["路面工程"]
["1、15cm厚级配碎石  厚15cm：23433m2，"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"级配碎石配合比",null,1,null,null,"击实，级配设计"]
[2,"原材料（砂）","按不同进场批次，每批检查一次",6,null,null,"颗粒分析、含泥量、泥块含量、表观密度"]
[3,"原材（碎石）","按不同进场批次，每批检查一次",8,null,null,"颗粒分析、含泥量、泥块含量、针片状颗粒 含量、表观密度、压碎指标"]
[4,"级配碎石压实度","1000㎡/点",24,null,null,"灌砂法"]
[5,"弯沉试验","每车道/20米/点",350,null,null,"贝克曼梁法 98（0.01mm）"]
[6,"合    计"]
["2、20cm厚4%水泥稳定碎石：22670m2，"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"配合比","每种规格设计一组",1,null,null,"包含击实"]
[2,"原材料（水泥）","按不同进场批次，每批检查一次",2,null,null,"比表面积（细度）、强度、凝结时间、安定性"]
[3,"原材料（砂）","按不同进场批次，每批检查一次",5,null,null,"颗粒分析、含泥量、泥块含量、表观密度"]
[4,"原材料（碎石（卵 石））","按不同进场批次，每批检查一次",8,null,null,"颗粒分析、含泥量、泥块含量、针片状颗粒 含量、表观密度、压碎指标"]
[5,"水泥剂量","根据现场情况综合确定，一般每台班一组",12,null,null,"EDTA滴定法"]
[6,"强度","2000㎡/每层/1组（6块）",12,null,null," 制件10元每个，每组6个"]
[7,"厚度","1000㎡/点",23,null,null,"取芯法"]
[8,"压实度","1000㎡/点",23]
[9,"合    计"]
["3、20cm厚6%水泥稳定碎石：21848m2，"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"配合比",null,1]
[2,"原材料（水泥）","按不同进场批次，每批检查一次",2,null,null,"比表面积（细度）、强度、凝结时间、安定性"]
[3,"原材料（砂）","按不同进场批次，每批检查一次",5,null,null,"颗粒分析、含泥量、泥块含量、表观密度"]
[4,"原材料（碎石（卵 石））","按不同进场批次，每批检查一次",7,null,null,"颗粒分析、含泥量、泥块含量、针片状颗粒 含量、表观密度、压碎指标"]
[5,"水泥剂量","根据现场情况综合确定，一般每台班一组",12,null,null,"EDTA滴定法"]
[6,"厚度","1000㎡/点",22,null,null,"取芯法"]
[7,"强度","2000㎡/每层/1组（6块）",11,null,null," 制件10元每个，每组6个"]
[8,"压实度","1000㎡/点",22]
[9,"弯沉试验","每车道/20米/点",350,null,null,"贝克曼梁法 （0.01mm）"]
[10,"合    计"]
["4、AC-25：21144.2m2，"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"配合比",null,1]
[2,"原材料（重交沥青）","同一厂家、同品种、同标号、同批号的石油每100T检测一批",2,null,null,"针入度、延度、软化点"]
[3,"原材料（粗集料）","按不同产品进场批次和产品抽样检验方案确 定",6,null,null,"表观密度、颗粒分析、含泥量、泥块含量、 针片状颗粒含量、压碎指标、与沥青的粘附 性、软石含量、吸水率、洛杉矶磨耗值损失"]
[4,"原材料（细集料）","按不同产品进场批次和产品抽样检验方案确定",3,null,null,"表观密度、砂当量、颗粒分析、含泥量"]
[5,"原材料（矿粉）","按不同产品进场批次和产品抽样检验方案确定",2,null,null,"颗粒分析、亲水系数、含水量、密度、 加热安定性"]
[6,"厚度","1000㎡/点",22,null,null,"取芯法"]
[7,"压实度","1000㎡/点",22]
[8,"沥青混合料试件密度","每工作日、每品种检1次",6,null,null,"含沥青混合料试件制作"]
[9,"沥青混合料理论最大相对密度试验","每工作日、每品种检1次",6]
[10," 沥青混合料沥青含量试验","每工作日、每品种检1次",6]
[11,"沥青混合料矿料级配检验试验","每工作日、每品种检1次",6]
[12,"平整度","每20m长，宽度＞15m测3点",177]
[13,"合    计"]
["5、AC-13C：21144.2m2，"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"配合比",null,1]
[2,"原材料（改性沥青）","同一厂家、同品种、同标号、同批号的石油改性沥青每50T为一批",4,null,null,"针入度、延度、软化点"]
[3,"原材料（粗集料）","按不同产品进场批次和产品抽样检验方案确定",6,null,null,"表观密度、颗粒分析、含泥量、泥块含量、 针片状颗粒含量、压碎指标、与沥青的粘附 性、软石含量、吸水率、洛杉矶磨耗值损失"]
[4,"原材料（细集料）","按不同产品进场批次和产品抽样检验方案确定",3,null,null,"表观密度、砂当量、颗粒分析、含泥量"]
[5,"原材料（矿粉）","按不同产品进场批次和产品抽样检验方案确定",2,null,null,"颗粒分析、亲水系数、含水量、表观密度、 外观"]
[6,"厚度","1000㎡/点",22,null,null,"取芯法"]
[7,"压实度","1000㎡/点",22]
[8,"沥青混合料试件密度","每工作日、每品种检1次",6]
[9,"沥青混合料理论最大相对密度试验","每工作日、每品种检1次",6]
[10," 沥青混合料沥青含量试验","每工作日、每品种检1次",6]
[11,"沥青混合料矿料级配检验试验","每工作日、每品种检1次",6]
[12,"弯沉试验","每车道/20米/点",350]
[13,"平整度","每20m长，宽度＞15m测3点",177]
[14,"横向摩擦系数","每200m测1点",10]
[15,"构造深度","每200m测1点",10]
[16,"面层渗水系数","每200m测1点",10]
[17,"合    计"]
["排水工程"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"混凝土配合比",null,5]
[2,"砂浆配合比",null,2]
[3,"雨水管回填压实度试验","2井之间检测3点",540,null,null,"按3米深"]
[4,"污水回填压实度试验","2井之间检测3点",432,null,null,"按3米深"]
[5,"砂砾石、中粗砂击实",null,4,null,null,"密度"]
[6,"雨水管沟触探试验","1点/20米",90,null,null,"地基承载力"]
[7,"污水管沟触探试验","1点/20米",72,null,null,"地基承载力"]
[8,"普通烧结砖","15万块/组",2,null,null,"抗压强度"]
[9,"混凝土强度","每工班或每100m3取样一组（3块），少于规定按1组计",39,null,null,"3886m³预估"]
[10,"DN300钢筋混凝土管（外压试验）","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"455米几何尺寸、外压力荷载"]
[11,"DN500钢筋混凝土管（外压试验）","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"1045米几何尺寸、外压力荷载"]
[12,"DN300 PE管      ","同厂家、同规格、同批次不超过100t/批一检验批",1,null,null,"504米纵向回缩率、烘箱试验"]
[13,"DN300钢筋混凝土管      ","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"455米闭水试验、管道内窥检测"]
[14,"DN500钢筋混凝土管      ","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"1045米闭水试验、管道内窥检测"]
[15,"DN600钢筋混凝土管      ","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"155米闭水试验、管道内窥检测"]
[16,"DN800钢筋混凝土管      ","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级别的管子组成一个受检批",1,null,null,"826米闭水试验、管道内窥检测"]
[17,"DN1000钢筋混凝土管      ","由相同原材料、相同生产工艺生产的同一种规格、同一种接头型式、同一种外压荷载级 别的管子组成一个受检批",1,null,null,"270米闭水试验、管道内窥检测"]
[18,"合  计"]
["电力通信"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"HDPE通信电缆保护管DN110/5.0",null,1,null,null,"7688米"]
[2,"HDPE通信电缆保护管DN216/8.0",null,1,null,null,"7640米"]
[3,"N-HAP-热浸塑钢质线缆DN107/3.5\n保护管",null,1,null,null,"212米 "]
[4,"N-HAP-热浸塑钢质线缆DN208/4.5\n保护管",null,1,null,null,"204米"]
[5,"C15素混凝土垫层","50m³/组",5,null,null,"269m³"]
[6,"电力电信直埋护管C25包封","50m³/组",6,null,null,"317m³"]
[7,"电力电缆",null,1,null,null,"322米"]
[8,"塑料三芯护套线",null,1,null,null,"196米"]
[9,"合计"]
["交通工程"]
["序号","检测项目","检测频率","检测数量","单价（元）","小计（元）","备注"]
[1,"交通标志牌",{"v":1,"d":"100%"},6,null,null,"26个（外形尺、标内字尺寸、反光系数）"]
[2,"道路标线","每1KM",7,null,null,"总长6413.296米（反、几、厚）"]
[3,"M18螺","每批/3组",3,null,null,"84件"]
[4,"M12螺","每批/3组",3,null,null,"24件"]
[5,"M20螺","每批/3组",3,null,null,"16件"]
[6,"钢管立柱∮89*6.5*3750","每批",3,null,null,"26根（壁厚、镀厚）"]
[7,"中央隔离护栏","批",1,null,null,"206.409米"]
[8,"C25砼抗压","组",6]
[9,"合  计"]
["本检测方案金额合计（元）："]
["说明：以上金额含税金、试验和报告编制费，上述工作量根据施工图初步预估，最终以实际完成工作量为准。"]