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[]
["东莞市建设工程项目"]
[]
["工 程 量 清 单 报 价 表"]
[]
[]
[]
[null,"招标编号：SSZSSO12502605"]
[null,"工程名称：松山湖科学城至光明科学城通道（东莞段）二期工程竣（交）工验收检测、专项验收检测及初始检查"]
[null,"招 标 人：东莞市交通投资控股集团有限公司"]
[null,"代 理 人：广东明正项目管理有限公司"]
[]
[]
[null,"投标人：                                  （企业数字证书电子签章）  "]
[null,"投标文件递交截止时间：      年   月   日   ：  时 "]
[null,"投标单位法定代表人或其委托代理人：                （数字证书电子签章）"]

{"sheet":"报价说明（必须打印）","index":1,"n_rows":12,"n_cols":1,"rows_kept":12}
[]
[]
["（一）报价说明"]
["1、清单说明"]
["（1）本工程量清单应与投标人须知、合同条款、技术标准及规范和图纸一起使用。"]
["（2）本工程量清单所列的为试验检测项目及费用名称、计量单位、工程数量，这些项目不允许投标人修改，投标人仅需填入各项目的投标综合单价。"]
["（3）本合同项下的全部费用都应包含在具有标价的工程量清单的各个单项中，没有列出的项目的费用应视为已分配到有关项目的单价和合价中。工程量清单不再重复或概列工程及材料的一般说明，在填写工程量清单的每一项的单价和合价时应认真阅读理解本招标文件的有关章节规定。"]
["2、工程量清单费用组成"]
["（1）投标人的投标报价为综合单价，合价为综合单价×暂定数量，合价及投标总价均不作为结算依据，最终按实际完成的数量乘综合单价进行结算。"]
["除非合同另有规定，综合单价包括投标人完成相关检测任务和按要求提供检测报告的一切费用（包含且不限于完成检测工作的人工费、设备购置使用费、进退场费、一般工作用车费、检测费用、材料费、数据处理费、报告出版费、管理费用、安全生产费用、各种税费和规费等一切费用）。"]
["（2）无论工程量是否列明，具有标价的工程量清单中的每一单项均需填写单价或合价，对承包人没有填写单价或合价的项目的费用，应视为已包含在工程量清单的其他单价或合价之中。投标书内不允许有选择性报价。"]
["（3）本合同项下的全部费用都应包含在具有标价的工程量清单的各个单项中，没有列出的项目的费用应视为已分配到有关项目的单价和合价中。"]

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["工程量清单报价汇总表"]
["工程名称：松山湖科学城至光明科学城通道（东莞段）二期工程竣（交）工验收检测、专项验收检测及初始检查",null,null,"第1页，共1页"]
["序号","项目类型","金额（元）","备注"]
[1,{"$f":"'竣（交）工检测'!A1","v":"松山湖科学城至光明科学城通道（东莞段）二期工程-竣（交）工验收检测"},{"$f":"'竣（交）工检测'!I217","v":0}]
[2,{"$f":"业主专项验收!A1","v":"松山湖科学城至光明科学城通道（东莞段）二期工程-专项验收检测"},{"$f":"业主专项验收!I72","v":0}]
[3,"投标报价合计（小写）",{"$f":"SUM(C4:C5)","v":{"v":0,"d":"0.00"}}]
[null,"投标报价合计（大写）",{"$f":"TEXT(C6,\"[DBNum2][$-804]G/通用格式\")&\"元整\"","v":"零元整"}]
[]
[]
["投标人企业数字证书电子签章：          法定代表人或其委托代理人数字证书电子签章："]

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["松山湖科学城至光明科学城通道（东莞段）二期工程-竣（交）工验收检测"]
["序号","检测项目","检测方法","检测频率","图纸工程数量","单位","检测数量","单价","金额（元）","备注","问题列","回复意见",null,"单价报价上限（元）"]
["一","路基工程"]
[1,"路基压实度","灌砂法","东交函〔2020〕121号。1点/公里/车道，每合同段≮10点","一级公路，路基共约663m，双向6车道，检测10点","点",10,null,{"$f":"ROUND(G4*H4,0)","v":0},"P3页表1第2项",{"$nulls":3},{"$f":"O4*50%","v":40},80]
[2,"路基弯沉","贝克曼梁","东交函〔2020〕121号。≮40点/公里/半幅（按两车道计），每评定单元检测≮40点，各车道交替检测","一级公路，路基共约663m，双向6车道，检测40*3*2=240点","点",240,null,{"$f":"ROUND(G5*H5,0)","v":0},"2012年9月21日会议纪要第三点","合同段路基为6段（CL1K2+507~CL1K2+546，CL1K2+880~CL1K3+100，CL1K3+590~CL1K3+767，CL1K3+977~CL1K4+030，CL1K4+200~CL1K4+335，CL1K4+600~CL1K4+752.952），6个评定单位检测点数为240*6=1140","本项目路基总长不超过一公里，建议不要分段计算检测数量，且各段路基长短不均，应采取整体评价方式落实检测，即使按分段的话也是每段检测40点即可，共6段，共检测40*6=240点。",null,{"$f":"O5*50%","v":15},30]
[3,"挡土墙砼强度","回弹法","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处,≮10测区/处","挡墙共2处，检测20测区","测区",20,null,0,"P16页表4第1项",{"$nulls":3},30,60]
[4,"挡土墙砼碳化深度","凿孔法",null,null,"处",20,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[5,"挡土墙结构尺寸","尺量","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处，≮1断面/处","挡墙共2处，检测2断面","断面",2,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[6,"砼护栏强度","回弹法","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处,≮10测区/处","挡墙上砼护栏共1处56.8m，检测10测区","测区",10,null,0,"P18页表2第3项",{"$nulls":3},25,50]
[7,"砼护栏碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[8,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处，≮1断面/处","挡墙上砼护栏共1处56.8m，检测1断面","断面",1,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[9,"边坡坡度","尺量","东交函〔2020〕121号。≮1处/公里，每处两侧各测≮2个坡面。","边坡共10处（含应急池及隧道洞口），检测10处","处",10,null,0,"P15页表1第1项",{"$nulls":3},10,20]
[10,"格构梁砼强度","回弹法","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处,≮10测区/处","框格梁结构共1处（2#隧道口），检测1处10测区","测区",10,null,0,"P16页表4第1项","2处框格梁（CL1K2+507-CL1K2+546，CL1K3+629-CL1K3+767），共20个测区。","按验收依据只进行抽检，且本项目框格梁结构一致，工艺一致，验收时只检测一处即可，建议该项检测不做修改",null,30,60]
[11,"格构梁砼碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[12,"格构梁结构尺寸","尺量","东交函〔2020〕121号。抽查≮支挡工程总数的10%且每种类型≮1处，≮1断面/处","框格梁结构共1处（2#隧道口），检测1断面","断面",1,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[13,"排水工程断面尺寸","尺量","东交函〔2020〕121号。每处抽≮2个断面，每合同段≮3处（每公里做1处）","排水沟共1689m，检测2处，4个断面。","断面",4,null,0,"参照桥涵检测项目P16页表3第1项","3处排水沟（C1K2+880-0C1K3+100，C1K4+200-C1K4+335，C1K2+880-C1K3+123.754），检测3处，6个断面","同上，按项目总长度进行抽检即可，建议不修改",null,5,10]
[14,"排水工程铺砌厚度","尺量","东交函〔2020〕121号。每处抽≮1个断面，每合同段≮3处。","排水沟共1689m，检测2点。","点",2,null,0,"参照基层、底基层项目P3页表2第4项","3处排水沟（C1K2+880-0C1K3+100，C1K4+200-C1K4+335，C1K2+880-C1K3+123.754），检测3个断面",null,null,5,10]
[15,"涵洞砼强度","回弹法","东交函〔2020〕121号。≮10测区/处","共2道，检测20个测区。","测区",20,null,0,"参照桥涵检测项目P16页表4第1项","项目工程2涵洞，其中一道为管涵，采用预制管道，是否检测回弹，请核实。","本项目圆管涵直径为1.8m，也属于大型圬工结构，检测要进行检测",null,30,60]
[16,"涵洞砼碳化深度","凿孔法","同上","同上","处",20,null,0,"参照P17页表1第3项",{"$nulls":3},15,30]
[17,"涵洞结构尺寸","尺量","东交函〔2020〕121号。每道5-10点","共2道，检测20点。","点",20,null,0,"参照桥涵检测项目P16页表3第1项",{"$nulls":3},5,10]
[18,"涵洞外观检查","外观检查","东交函〔2020〕121号。全面检查","共2道，检测2道。","座",2,null,0,"参照桥涵检测项目P5页表2第1项",{"$nulls":3},400,800]
["二","路面工程"]
[1,"5%水泥稳定级配碎石基层厚度和完整性","钻芯法","东交函〔2020〕121号。1点/公里/双车道","一级公路，（18+18）cm厚5%水泥稳定级配碎石基层共约793m，双向6车道，每层检测3点，共检测6点","点/层",6,null,0,"P3页表2基层、底基层第4项",{"$nulls":3},{"$f":"O23*50%","v":100},200]
[2,"沥青路面压实度","钻芯法","东交函〔2020〕121号。主线、连接线：1处/公里/半幅；每互通3点。","一级公路，共约793m，双向6车道，检测6点","点",6,null,0,"P4页表1第3项",{"$nulls":3},50,100]
[3,"沥青路面厚度","钻芯法",null,"同上","点",6,null,0,"P4页表1第2项",{"$nulls":3},200,400]
[4,"沥青路面弯沉*","贝克曼梁","东交函〔2020〕121号。≮40点/评定单元（按路基段路线长度1公里计），各车道交替检测","一级公路，共约793m，双向6车道，检测40*2=80点","点",80,null,0,"2012年9月21日会议纪要第二点\n",{"$nulls":3},15,30]
[5,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,"P4表1第1项",{"$nulls":3},50,100]
[6,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","一级公路，共约793m，双向6车道，检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[7,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[8,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,{"$nulls":4},400,800]
[9,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","一级公路，共约793m，双向6车道，检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},15,30]
[10,"沥青路面渗水系数","渗水仪","东交函〔2020〕121号。1处/公里/半幅；互通：1点。每处≮1点，每合同段≮4点。","一级公路，共约793m，双向6车道，检测2处，2点","点",2,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[11,"沥青路面外观检查*","人工","东交函〔2020〕121号。全面检查","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,"P15页表2第7项",{"$nulls":3},70,140]
[12,"路面横坡","水准仪","东交函〔2020〕121号。主线、连接线：1处/公里/半幅；互通：3处。（2断面/处）","一级公路，共约793m，双向6车道，检测2处，4断面","断面",4,null,0," P4页表1第10项",{"$nulls":3},5,10]
["三","桥梁工程"]
["一）","金佛大桥"]
["（一）","桥梁工程"]
[1,"主要结构尺寸量测","尺量","东交函〔2020〕121号。下部：抽查的每个墩台：立柱间距测1点；圆柱2根，各测周长1点；方形柱（方形墩）2根，每墩长、宽各测1点；桥台宽度测2点。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁宽度、高度各测1点；每个台帽高度测2点。上部：预制梁板：每座桥检测10~20片梁板，每片梁板测底宽、梁高各1点。抽查孔的现（悬）浇梁板：检测两侧腹板高度各2点，检测底板宽度2点","下部：35墩台，检测35*20%=7个，7*5=35点；\n盖梁31个，检测2个，2*2=4点。\n上部：17孔，检测5孔，检测10*2=20点。","点",59,null,0,"P16页表3第1项","金佛大桥下部为75个墩台","下部结构的算法不能按每墩台的立柱（方墩）的个数作为一个墩台结构，例如一个墩台有4根立柱，它也只能算一个墩台，不过要分左右幅桥梁计算。此项不做修改",null,5,10]
[2,"墩台垂直度量测","尺量","东交函〔2020〕121号。抽查的每个墩柱：立柱或墩身抽检2根，每根柱或墩按横桥向、顺桥向检测。","共35个墩台，检测7墩","墩",7,null,0,"P16页表3第2项（每个墩台测两个方向）","金佛大桥下部为75个墩台",null,null,10,20]
[3,"结构混凝土强度检测","回弹法","东交函〔2020〕121号。下部：抽查的每个墩台：抽2个构件，各1个测区。仅1个构件时，该构件测2个测区。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个，各1个测区。每座桥墩台（含盖梁、台帽）砼强度总测区不少于10个。上部：抽查孔的预制梁板：每孔检测4~6片梁板，共10~12个测区。抽查孔的现（悬）浇梁板：检测两侧腹板各4测区，检测底板2个测区，共10个测区。","下部：35墩台，检测7个，7*2=14测区；\n盖梁31个，检测2个，2*1=2测区。\n上部：17孔，检测5孔，检测5*10=50测区。","测区",66,null,0,"P16页表4第1项","金佛大桥下部为75个墩台",null,null,30,60]
[4,"结构混凝土碳化深度检测","凿孔法",null,null,"处",66,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[5,"钢筋间距和保护层厚度检测","电磁感应法","东交函〔2020〕121号。下部：抽查的每个墩台：立柱或墩身抽检1根，对称检测4个面，每面5点；台身检测1处，每处10点；盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁、台帽抽查的检测2处，每处测10点。（每10点为一个测区）。上部：抽查孔的预制板：每孔检测2片梁板，每片梁板测2处，每处测5点。抽查孔的现（悬）浇梁板：检测腹板、底板各1处，每处10点。（每10点为一个测区）","下部：35墩台，检测7个，7*20=140点；\n盖梁31个，检测2个，2*20=40点。\n上部：17孔，检测5孔，检测5*20=100点。\n共280个点，即28个测区。","测区",28,null,0,"P17页表1第5项",{"$nulls":3},50,100]
[6,"砼护栏强度","回弹法","东交函〔2020〕121号。抽查不少于2处/公里，每处不少于2个测区，测区总数不少于10个","桥长496m，检测10个测区（处）","测区",10,null,0,"P18页表2第3项",{"$nulls":3},25,50]
[7,"砼护栏碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[8,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。抽查不少于2处/公里，每处测厚度、高度各一点，每合同段不少于4处","桥长496m，检测2处","处",2,null,0,"P18页表2第3项",{"$nulls":3},5,10]
[9,"横坡","水准仪","东交函〔2020〕121号。中桥1处；300m以下大桥每100m单幅1处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（2断面/处）","金佛大桥全长496m，双向6车道，检测8处,2*8=16断面","断面",16,null,0,"P4页表1第10项",{"$nulls":3},5,10]
[10,"沥青桥面渗水系数","渗水仪","东交函〔2020〕121号。100~1000米大桥1点，大于1000米桥梁每增加1000米以内单幅增加1点，以此类推。","金佛大桥全长496m，双向6车道，检测1点","点",1,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[11,"沥青桥面铺装厚度及压实度","钻芯法","东交函〔2020〕121号。钻芯法：500m以下桥梁单幅1处，500m以上大桥每增加500m以内单幅增加1处，以此类推。（1点/处）","金佛大桥全长496m，双向6车道，检测2点","点",2,null,0,"P4页表1第2项、第3项",{"$nulls":3},250,500]
[12,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","金佛大桥全长496m，双向6车道，检测0.5*6=3km","km/车道",3,null,0,"P4表1第1项",{"$nulls":3},50,100]
[13,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","金佛大桥全长496m，双向6车道，检测6处,6*3=18点","点",18,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[14,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","金佛大桥全长496m，双向6车道，检测0.5*6=3km","km/车道",3,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[15,"外观检查 *","人工","东交函〔2020〕121号。全面检查","金佛大桥全长496m，双向6车道，为简支梁桥，检测496m","米",496,null,0,"P5页表2",{"$nulls":3},30,60]
["二）","罗田1#桥"]
["（一）","桥梁工程"]
[1,"主要结构尺寸量测","尺量","东交函〔2020〕121号。下部：抽查的每个墩台：立柱间距测1点；圆柱2根，各测周长1点；方形柱（方形墩）2根，每墩长、宽各测1点；桥台宽度测2点。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁宽度、高度各测1点；每个台帽高度测2点。上部：预制梁板：每座桥检测10~20片梁板，每片梁板测底宽、梁高各1点。抽查孔的现（悬）浇梁板：检测两侧腹板高度各2点，检测底板宽度2点","下部：16墩台，检测5个，5*5=25点；\n盖梁12个，检测2个，2*2=4点。\n上部：7孔，检测5孔，检测10*2=20点。","点",49,null,0,"P16页表3第1项",{"$nulls":3},{"$f":"O55*50%","v":5},10]
[2,"墩台垂直度量测","尺量","东交函〔2020〕121号。抽查的每个墩柱：立柱或墩身抽检2根，每根柱或墩按横桥向、顺桥向检测。","共16个墩台，检测5墩","墩",5,null,0,"P16页表3第2项（每个墩台测两个方向）",{"$nulls":3},10,20]
[3,"结构混凝土强度检测","回弹法","东交函〔2020〕121号。下部：抽查的每个墩台：抽2个构件，各1个测区。仅1个构件时，该构件测2个测区。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个，各1个测区。每座桥墩台（含盖梁、台帽）砼强度总测区不少于10个。上部：抽查孔的预制梁板：每孔检测4~6片梁板，共10~12个测区。抽查孔的现（悬）浇梁板：检测两侧腹板各4测区，检测底板2个测区，共10个测区。","下部：16墩台，检测5个，5*2=10测区；\n盖梁12个，检测2个，2*1=2测区。\n上部：7孔，检测5孔，检测5*10=50测区。","测区",64,null,0,"P16页表4第1项",{"$nulls":3},30,60]
[4,"结构混凝土碳化深度检测","凿孔法",null,null,"处",64,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[5,"钢筋间距和保护层厚度检测","电磁感应法","东交函〔2020〕121号。下部：抽查的每个墩台：立柱或墩身抽检1根，对称检测4个面，每面5点；台身检测1处，每处10点；盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁、台帽抽查的检测2处，每处测10点。（每10点为一个测区）。上部：抽查孔的预制板：每孔检测2片梁板，每片梁板测2处，每处测5点。抽查孔的现（悬）浇梁板：检测腹板、底板各1处，每处10点。（每10点为一个测区）","下部：16墩台，检测5个，5*20=100点；\n盖梁12个，检测2个，2*20=40点。\n上部：7孔，检测5孔，检测5*20=100点。\n共240个点，即24个测区。","测区",24,null,0,"P17页表1第5项",{"$nulls":3},50,100]
[6,"砼护栏强度","回弹法","东交函〔2020〕121号。抽查不少于2处/公里，每处不少于2个测区，测区总数不少于10个","桥长216.4m，检测10个测区（处）","测区",10,null,0,"P18页表2第3项",{"$nulls":3},25,50]
[7,"砼护栏碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[8,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。抽查不少于2处/公里，每处测厚度、高度各一点，每合同段不少于4处","桥长216.4m，检测2处","处",2,null,0,"P18页表2第3项",{"$nulls":3},5,10]
[9,"横坡","水准仪","东交函〔2020〕121号。中桥1处；300m以下大桥每100m单幅1处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（2断面/处）","罗田1#桥全长216.4m，双向6车道，检测6处,2*6=12断面","断面",12,null,0,"P4页表1第10项",{"$nulls":3},5,10]
[10,"沥青桥面渗水系数","渗水仪","东交函〔2020〕121号。100~1000米大桥1点，大于1000米桥梁每增加1000米以内单幅增加1点，以此类推。","罗田1#桥全长216.4m，双向6车道，检测1点","点",1,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[11,"沥青桥面铺装厚度及压实度","钻芯法","东交函〔2020〕121号。钻芯法：500m以下桥梁单幅1处，500m以上大桥每增加500m以内单幅增加1处，以此类推。（1点/处）","罗田1#桥全长216.4m，双向6车道，检测2点","点",2,null,0,"P4页表1第2项、第3项",{"$nulls":3},250,500]
[12,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田1#桥全长216.4m，双向6车道，检测0.2*6=1.2km","km/车道",1.2,null,0,"P4表1第1项",{"$nulls":3},50,100]
[13,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田1#桥全长216.4m，双向6车道，检测4处,4*3=12点","点",12,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[14,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田1#桥全长216.4m，双向6车道，检测0.2*6=1.2km","km/车道",1.2,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[15,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田1#桥全长216.4m，双向6车道，为简支梁桥，检测216.4m","米",216.4,null,{"$f":"ROUND(G69*H69,0)","v":0},"P5页表2",{"$nulls":3},30,60]
["三）","罗田2#桥"]
["（一）","桥梁工程"]
[1,"主要结构尺寸量测","尺量","东交函〔2020〕121号。下部：抽查的每个墩台：立柱间距测1点；圆柱2根，各测周长1点；方形柱（方形墩）2根，每墩长、宽各测1点；桥台宽度测2点。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁宽度、高度各测1点；每个台帽高度测2点。上部：预制梁板：每座桥检测10~20片梁板，每片梁板测底宽、梁高各1点。抽查孔的现（悬）浇梁板：检测两侧腹板高度各2点，检测底板宽度2点","下部：17墩台，检测5个，5*5=25点；\n盖梁13个，检测2个，2*2=4点。\n上部：9孔，检测5孔，检测10*2=20点。","点",49,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[2,"墩台垂直度量测","尺量","东交函〔2020〕121号。抽查的每个墩柱：立柱或墩身抽检2根，每根柱或墩按横桥向、顺桥向检测。","共17个墩台，检测5墩","墩",5,null,0,"P16页表3第2项（每个墩台测两个方向）",{"$nulls":3},10,20]
[3,"结构混凝土强度检测","回弹法","东交函〔2020〕121号。下部：抽查的每个墩台：抽2个构件，各1个测区。仅1个构件时，该构件测2个测区。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个，各1个测区。每座桥墩台（含盖梁、台帽）砼强度总测区不少于10个。上部：抽查孔的预制梁板：每孔检测4~6片梁板，共10~12个测区。抽查孔的现（悬）浇梁板：检测两侧腹板各4测区，检测底板2个测区，共10个测区。","下部：17墩台，检测5个，5*2=10测区；\n盖梁13个，检测2个，2*1=2测区。\n上部：9孔，检测5孔，检测5*10=50测区。","测区",64,null,0,"P16页表4第1项",{"$nulls":3},30,60]
[4,"结构混凝土碳化深度检测","凿孔法",null,null,"处",64,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[5,"钢筋间距和保护层厚度检测","电磁感应法","东交函〔2020〕121号。下部：抽查的每个墩台：立柱或墩身抽检1根，对称检测4个面，每面5点；台身检测1处，每处10点；盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁、台帽抽查的检测2处，每处测10点。（每10点为一个测区）。上部：抽查孔的预制板：每孔检测2片梁板，每片梁板测2处，每处测5点。抽查孔的现（悬）浇梁板：检测腹板、底板各1处，每处10点。（每10点为一个测区）","下部：17墩台，检测5个，5*20=100点；\n盖梁13个，检测2个，2*20=40点。\n上部：9孔，检测5孔，检测5*20=100点。\n共240个点，即24个测区。","测区",24,null,0,"P17页表1第5项",{"$nulls":3},50,100]
[6,"砼护栏强度","回弹法","东交函〔2020〕121号。抽查不少于2处/公里，每处不少于2个测区，测区总数不少于10个","桥长276.4m，检测10个测区（处）","测区",10,null,0,"P18页表2第3项",{"$nulls":3},25,50]
[7,"砼护栏碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[8,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。抽查不少于2处/公里，每处测厚度、高度各一点，每合同段不少于4处","桥长276.4m，检测2处","处",2,null,0,"P18页表2第3项",{"$nulls":3},5,10]
[9,"横坡","水准仪","东交函〔2020〕121号。中桥1处；300m以下大桥每100m单幅1处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（2断面/处）","罗田2#桥全长276.4m，双向6车道，检测6处,2*6=12断面","断面",12,null,0,"P4页表1第10项",{"$nulls":3},5,10]
[10,"沥青桥面渗水系数","渗水仪","东交函〔2020〕121号。100~1000米大桥1点，大于1000米桥梁每增加1000米以内单幅增加1点，以此类推。","罗田2#桥全长276.4m，双向6车道，检测1点","点",1,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[11,"沥青桥面铺装厚度及压实度","钻芯法","东交函〔2020〕121号。钻芯法：500m以下桥梁单幅1处，500m以上大桥每增加500m以内单幅增加1处，以此类推。（1点/处）","罗田2#桥全长276.4m，双向6车道，检测2点","点",2,null,0,"P4页表1第2项、第3项",{"$nulls":3},250,500]
[12,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田2#桥全长276.4m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[13,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田2#桥全长276.4m，双向6车道，检测4处,4*3=12点","点",12,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[14,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田2#桥全长276.4m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[15,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田2#桥全长276.4m，双向6车道，为简支梁桥，检测276.4m","米",276.4,null,0,"P5页表2",{"$nulls":3},{"$f":"O86*50%","v":30},60]
["四）","罗田3#桥"]
["（一）","桥梁工程"]
[1,"主要结构尺寸量测","尺量","东交函〔2020〕121号。下部：抽查的每个墩台：立柱间距测1点；圆柱2根，各测周长1点；方形柱（方形墩）2根，每墩长、宽各测1点；桥台宽度测2点。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁宽度、高度各测1点；每个台帽高度测2点。上部：预制梁板：每座桥检测10~20片梁板，每片梁板测底宽、梁高各1点。抽查孔的现（悬）浇梁板：检测两侧腹板高度各2点，检测底板宽度2点","下部：18墩台，检测5个，5*5=25点；\n盖梁14个，检测2个，2*2=4点。\n上部：11孔，检测5孔，检测10*2=20点。","点",49,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[2,"墩台垂直度量测","尺量","东交函〔2020〕121号。抽查的每个墩柱：立柱或墩身抽检2根，每根柱或墩按横桥向、顺桥向检测。","共18个墩台，检测5墩","墩",5,null,0,"P16页表3第2项（每个墩台测两个方向）",{"$nulls":3},10,20]
[3,"结构混凝土强度检测","回弹法","东交函〔2020〕121号。下部：抽查的每个墩台：抽2个构件，各1个测区。仅1个构件时，该构件测2个测区。盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个，各1个测区。每座桥墩台（含盖梁、台帽）砼强度总测区不少于10个。上部：抽查孔的预制梁板：每孔检测4~6片梁板，共10~12个测区。抽查孔的现（悬）浇梁板：检测两侧腹板各4测区，检测底板2个测区，共10个测区。","下部：18墩台，检测5个，5*2=10测区；\n盖梁14个，检测2个，2*1=2测区。\n上部：11孔，检测5孔，检测5*10=50测区。","测区",64,null,0,"P16页表4第1项",{"$nulls":3},30,60]
[4,"结构混凝土碳化深度检测","凿孔法",null,null,"处",64,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[5,"钢筋间距和保护层厚度检测","电磁感应法","东交函〔2020〕121号。下部：抽查的每个墩台：立柱或墩身抽检1根，对称检测4个面，每面5点；台身检测1处，每处10点；盖梁、台帽：按上述抽查墩台总数的30%抽检，且不少于2个。每个盖梁、台帽抽查的检测2处，每处测10点。（每10点为一个测区）。上部：抽查孔的预制板：每孔检测2片梁板，每片梁板测2处，每处测5点。抽查孔的现（悬）浇梁板：检测腹板、底板各1处，每处10点。（每10点为一个测区）","下部：18墩台，检测5个，5*20=100点；\n盖梁14个，检测2个，2*20=40点。\n上部：11孔，检测5孔，检测5*20=100点。\n共240个点，即24个测区。","测区",24,null,0,"P17页表1第5项",{"$nulls":3},50,100]
[6,"砼护栏强度","回弹法","东交函〔2020〕121号。抽查不少于2处/公里，每处不少于2个测区，测区总数不少于10个","桥长333.2m，检测10个测区（处）","测区",10,null,0,"P18页表2第3项",{"$nulls":3},25,50]
[7,"砼护栏碳化深度","凿孔法",null,null,"处",10,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[8,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。抽查不少于2处/公里，每处测厚度、高度各一点，每合同段不少于4处","桥长333.2m，检测2处","处",2,null,0,"P18页表2第3项",{"$nulls":3},5,10]
[9,"横坡","水准仪","东交函〔2020〕121号。中桥1处；300m以下大桥每100m单幅1处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（2断面/处）","罗田3#桥全长333.2m，双向6车道，检测8处,2*8=16断面","断面",16,null,0,"P4页表1第10项",{"$nulls":3},5,10]
[10,"沥青桥面渗水系数","渗水仪","东交函〔2020〕121号。100~1000米大桥1点，大于1000米桥梁每增加1000米以内单幅增加1点，以此类推。","罗田3#桥全长333.2m，双向6车道，检测1点","点",1,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[11,"沥青桥面铺装厚度及压实度","钻芯法","东交函〔2020〕121号。钻芯法：500m以下桥梁单幅1处，500m以上大桥每增加500m以内单幅增加1处，以此类推。（1点/处）","罗田3#桥全长333.2m，双向6车道，检测2点","点",2,null,0,"P4页表1第2项、第3项",{"$nulls":3},250,500]
[12,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田3#桥全长333.2m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P15页表2第1项",{"$nulls":3},50,100]
[13,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田3#桥全长333.2m，双向6车道，检测6处,6*3=18点","点",18,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[14,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田3#桥全长333.2m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[15,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田3#桥全长333.2m，双向6车道，为简支梁桥，检测333.2m","米",333.2,null,0,"P5页表2",{"$nulls":3},30,60]
["四","隧道工程"]
["一）","1#隧道"]
[1,"二衬衬砌强度检测","回弹法","东交函〔2020〕121号。短隧道10个测区，中隧道20个测区，长隧道30个测区，特长隧道40个测区。","1#隧道左、右线长334m，为短隧道，左右洞各检测10个测区，共检测20测区","测区",20,null,0,"P17页表2第4项",{"$nulls":3},25,50]
[2,"二衬衬砌碳化深度检测","凿孔法",null,null,"处",20,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[3,"二衬衬砌厚度","地质雷达","东交函〔2020〕121号。用雷达法连续测拱顶、拱腰不少于三条线或钻孔法检查。","1#隧道左、右线长334m，共668m，布设5条线共668*3=2004米","米",2004,null,0,"P6页表1第2项",{"$nulls":3},7.5,15]
[4,"二衬衬砌大面平整度","3m直尺","东交函〔2020〕121号。短隧道5处，中隧道10处，长隧道20处，特长隧道30处。每处连续3尺。","1#隧道左、右线长334m，为短隧道，左右洞各检测5处，共检测10处","处",10,null,0,"P17页表2第2项",{"$nulls":3},15,30]
[5,"隧道断面尺寸（测宽度、净空）","隧道断面仪法","东交函〔2020〕121号。每座中、短隧道测5-10点；长隧道测10-20点；特长隧道测不少于20点。","1#隧道左、右线长334m，为短隧道，左右洞各检测10点，共检测20点","点",20,null,0,"P17页表2目第1项",{"$nulls":3},240,480]
[6,"隧道基层厚度和完整性","钻芯法","东交函〔2020〕121号。参照道路工程，1点/公里/双车道","1#隧道左、右线长334m，20cm厚C20砼基层取芯：单洞检测1点，共检测2点","点",2,null,0,"P3页表2基层、底基层第4项",{"$nulls":3},100,200]
[7,"隧道砼路面厚度及劈裂强度","钻芯法","东交函〔2020〕121号。参照道路工程，1点/公里/双车道","1#隧道左、右线长334m，26cm厚C40砼板取芯：单洞检测1点，共检测2点","点",2,null,0,"P4页表1第2项及第6项",{"$nulls":3},275,550]
[8,"隧道沥青路面","钻芯法","东交函〔2020〕121号。500m以下单幅1处，500m以上每增加500m以内增加1处。其他抽检项目频率同路面工程。","1#隧道左、右线长334m，单洞检测1点，共检测2点","点",2,null,0,"P4页表1第2项及第3项",{"$nulls":3},250,500]
[9,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","1#隧道左、右线长334m，检测0.67*6=4km","km/车道",4,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[10,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","1#隧道左、右线长334m，检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[11,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[12,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","1#隧道左、右线长334m，检测0.67*6=4km","km/车道",4,null,0,{"$nulls":4},400,800]
[13,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","1#隧道左、右线长334m，检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},{"$f":"O118*50%","v":15},30]
[14,"沥青路面渗水系数","渗水仪","东交函〔2020〕121号。1处/公里/半幅；互通：1点。每处≮1点，每合同段≮4点。","1#隧道左、右线长334m，检测2处，2点","点",2,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[15,"隧道外观检测*","人工","东交函〔2020〕121号。全面检查","1#隧道共约21996㎡，检测21996㎡","㎡",21996,null,0,"P6页表1第1项",{"$nulls":3},1,2]
["二）","2#隧道"]
[1,"二衬衬砌混凝土强度","回弹法","东交函〔2020〕121号。短隧道10个测区，中隧道20个测区，长隧道30个测区，特长隧道40个测区。","2#隧道左线长265m，右线长245m，为短隧道，左右洞各检测10个测区，共检测20测区。","测区",20,null,0,"P17页表2第4项",{"$nulls":3},25,50]
[2,"二衬衬砌混凝土碳化深度检测","凿孔法",null,null,"处",20,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[3,"二衬衬砌厚度","地质雷达","东交函〔2020〕121号。用雷达法连续测拱顶、拱腰不少于三条线或钻孔法检查。","2#隧道左线长265m，右线长245m，共510m，布设5条线共510*3=1530米","米",1530,null,0,"P6页表1第2项",{"$nulls":3},7.5,15]
[4,"二衬衬砌大面平整度","3m直尺","东交函〔2020〕121号。短隧道5处，中隧道10处，长隧道20处，特长隧道30处。每处连续3尺。","2#隧道左线长265m，右线长245m，为短隧道，左右洞各检测5处，共检测10处","处",10,null,0,"P17页表2第2项",{"$nulls":3},15,30]
[5,"隧道断面尺寸（测宽度、净空）","隧道断面仪法","东交函〔2020〕121号。每座中、短隧道测5-10点；长隧道测10-20点；特长隧道测不少于20点。","2#隧道左线长265m，右线长245m，为短隧道，左右洞各检测10点，共检测20点","点",20,null,0,"P17页表2目第1项",{"$nulls":3},240,480]
[6,"隧道基层厚度和完整性","钻芯法","东交函〔2020〕121号。参照道路工程，1点/公里/双车道","2#隧道左线长265m，右线长245m，20cm厚C20砼基层取芯：单洞检测1点，共检测2点","点",2,null,0,"P3页表2基层、底基层第4项",{"$nulls":3},100,200]
[7,"隧道砼路面厚度及劈裂强度","钻芯法","东交函〔2020〕121号。参照道路工程，1点/公里/双车道","2#隧道左线长265m，右线长245m，26cm厚C40砼板取芯：单洞检测1点，共检测2点","点",2,null,0,"P4页表1第2项及第6项",{"$nulls":3},275,550]
[8,"隧道沥青路面","钻芯法","东交函〔2020〕121号。500m以下单幅1处，500m以上每增加500m以内增加1处。其他抽检项目频率同路面工程。","2#隧道左线长265m，右线长245m,单洞检测1点，共检测2点","点",2,null,0,"P4页表1第2项及第3项",{"$nulls":3},250,500]
[9,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","2#隧道左线长265m，右线长245m,检测0.5*6=3km","km/车道",3,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[10,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","2#隧道左线长265m，右线长245m,检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[11,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[12,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","2#隧道左线长265m，右线长245m,检测0.5*6=3km","km/车道",3,null,{"$f":"ROUND(G133*H133,0)","v":0},{"$nulls":4},400,800]
[13,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","2#隧道左线长265m，右线长245m,检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},15,30]
[14,"沥青路面渗水系数","渗水仪","东交函〔2020〕121号。1处/公里/半幅；互通：1点。每处≮1点，每合同段≮4点。","2#隧道左线长265m，右线长245m,检测2处，2点","点",2,null,0,"P15页表2第5项",{"$nulls":3},40,80]
[15,"隧道外观检测*","人工","东交函〔2020〕121号。全面检查","2#隧道共约16657㎡，检测16657㎡","㎡",16657,null,0,"P6页表1第1项",{"$nulls":3},1,2]
["四","管道工程"]
[1,"应急池砼强度","回弹法","参照涵洞检测要求，每座检测10测区","共3座应急池，检测30测区","测区",30,null,0,"P16页表4第1项",{"$nulls":3},30,60]
[2,"应急池砼碳化深度","凿孔法",null,null,"处",30,null,0,"P17页表1第3项",{"$nulls":3},15,30]
[3,"应急池结构尺寸","尺量","参照涵洞检测要求，每座检测10点","共3座应急池，检测30点","点",30,null,0,"P16页表3第1项",{"$nulls":3},5,10]
[4,"应急池钢筋间距和保护层厚度检测","电磁感应法","参照涵洞检测要求，每座检测10测区","共3座应急池，检测30测区","测区",30,null,0,"P17页表1第5项",{"$nulls":3},50,100]
["五","机电工程（含隧道机电）"]
["（一）","监控系统"]
[1,"闭路电视监视系统（传输通道指示）","视频测试仪","东交函〔2020〕121号。抽检设备总数不少于10%且不少于3套，少于3套全检。隧道：洞外摄像机：抽检总数不少于10%且不少于3套，少于3套全检。洞内摄像机：抽检隧道数量（按座）不少于50%，且不少于2座，少于2座全检。每座隧道抽检5套，少于5套全检。","1.路桥段共14套，检测3路；\n2.隧道摄像机共20套，检测10路。","路",13,null,0,"P19页表1第3项",{"$nulls":3},1500,3000]
[2,"计算机监控软件及网络(网络健康测试)","网络测试仪","东交函〔2020〕121号。抽检设备总数不少于10%且不少于3套，少于3套全检。隧道监控中心设备及软件：1.对隧道通风设施的控制功能：每座隧道抽检风机3组，少于3组全检。2.对隧道照明设施的控制功能：每座隧道抽检照明设施3个回路，少于3个全检。3.火灾报警计算机功能：抽检装有手动报警按钮的隧道数量(按座）不少于50%，且不少于2座，少于2座全检。每座隧道抽检5套手动报警按钮，少于5套全检。4.图像监视功能：清点所有图像上传数量，图像质量人工主观评分不少于4分为合格点。","1.路桥部分交换机共4套，检测3处；                  2.1#、2#隧道照明控制箱各2个，各检测2个，共检测4个；                                       3.1#、2#隧道火灾报警计算机功能各2套，各检测2个，共检测4个；                                       4.1#、2#隧道图像监视功能各2项，各检测2个，共检测4个。                                       ","处",15,null,0,"P19页表1第9项",{"$nulls":3},2250,4500]
["（二）","照明设施"]
[1,"照明设施—照明灯具","亮度计及接地电阻测量仪","东交函〔2020〕121号。各路段、收费站、停车区、服务区广场及互通立交的照明灯具：每合同段抽检每类型设备总数不少于10%且不少于3套，少于3套全检。隧道部分：抽检装有照明设施的隧道数量（按座）不少于50%，且不少于2座 ，少于2座全检。每座隧道抽检3个控制箱，少于3个全检。引道照明灯抽检总数不少于10%且不少于3套，少于3套全检。","1.路桥部分共137套，检测137*10%=14个；               2.隧道部分共388套，检测388*10%=39个。\n3.隧道部分控制箱、箱变6个全检。","个",{"$f":"14+39+6","v":59},null,0,"P20页表2第1项",{"$nulls":3},725,1450]
[2,"照明设施—照度检测","照度计","东交函〔2020〕121号。各路段、收费站、停车区、服务区广场：每合同段抽检每类型照明场所总数不少于10%且不少于2处，少于2处全检。隧道部分：抽检装有照明设施的隧道数量（按座）不少于50%，且不少于2座 ，少于2座全检。每座隧道抽检1个洞及1处引道。","1.路桥部分共137套，检测137*10%=14点；               2.隧道部分共388套，1#隧道224套，2#隧道164套，检测112+82=194点。","点",{"$f":"14+194","v":208},null,0,"P20页表2第2项",{"$nulls":3},35,70]
["（三）","报警与诱导设施"]
[1,"报警与诱导设施","实际操作","抽检装有手动报警按钮的隧道数量（按座）不少于50%，且不少于2座 ，少于2座全检。\n每座隧道抽检5套手动报警按钮，少于5套全检。","1#隧道火灾报警系统共62套，检测5套","套",5,null,0,{"$nulls":4},{"$f":"O150*50%","v":250},500]
["（四）","消防设施"]
[1,"消防设施","实际操作","每合同段：每座隧道抽检5个消防箱，少于5个全检。每个消防箱须检测消防水压及消火栓功能。","隧道共2座，消防箱共79个，每座隧道抽检5个消防箱，共检测10个","个",10,null,0,{"$nulls":4},240,480]
["六","交通安全设施工程"]
[1,"标志立柱竖直度","尺量","东交函〔2020〕121号。标志抽查不少于总数的10%.每柱测两个方向，每块板测不少于2点，少于5个则全部检测","共96套，检测96*10%=10根（块）","根",10,null,0,"P18页表2第1项",{"$nulls":3},7.5,15]
[2,"标志板净空高度","尺量",null,null,"块",10,null,0,{"$nulls":4},7.5,15]
[3,"标志底板厚度","尺量",null,null,"块",10,null,0,{"$nulls":4},7.5,15]
[4,"标志反光膜等级及逆反射系数","逆反射系数测量仪",null,null,"处",10,null,0,{"$nulls":4},100,200]
[5,"标线厚度*","厚度计等","东交函〔2020〕121号。标线抽查不少于2处/公里；每处测5条标线，每条标线测1点；每条标线厚度横向两侧各测1个点取平均值。每合同段不少于4处。","本工程共2.6km，一级公路，双向6车道，检测3*2=6处","处",6,null,0,"P18页表2第2项",{"$nulls":3},10,20]
[6,"标线反光标线逆反射系数*","逆反射系数测量仪",null,null,"处",6,null,0,{"$nulls":4},100,200]
[7,"波形防撞栏基底金属厚度","尺量","东交函〔2020〕121号。抽查不少于2处/公里；每合同段不少于4处。","共2768m，检测3*2=6处","处",6,null,0,"P18页表2第3项",{"$nulls":3},5,10]
[8,"波形防撞栏立柱壁厚","尺量",null,null,"处",6,null,0,{"$nulls":4},10,20]
[9,"波形防撞栏立柱埋入深度","弹性波法",null,null,"根",6,null,0,{"$nulls":4},30,60]
[10,"波形防撞栏横梁中心高度","尺量",null,null,"处",6,null,0,{"$nulls":4},5,10]
[11,"砼护栏砼强度检测","回弹法","东交函〔2020〕121号。10测区/公里","含中央护栏部分共288m，检测10测区","测区",10,null,0,"P18页表8交通安全设施第3项",{"$nulls":3},25,50]
[12,"砼护栏砼碳化深度检测","凿孔法",null,null,"处",10,null,0,"P17页表5桥梁（2）第3项",{"$nulls":3},15,30]
[13,"砼护栏断面尺寸","尺量","东交函〔2020〕121号。2处/公里，5点/处","含中央护栏部分共288m，检测2处10点","点",10,null,0,"P18页表8交通安全设施第3项",{"$nulls":3},5,10]
["七","竣工复测"]
["一）","路面工程"]
[1,"沥青路面弯沉*","贝克曼梁","东交函〔2020〕121号。≮40点/评定单元（按路基段路线长度1公里计），各车道交替检测","一级公路，共约793m，双向6车道，检测40*2=80点","点",80,null,0,"2012年9月21日会议纪要第二点",{"$nulls":3},15,30]
[2,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[3,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","一级公路，共约793m，双向6车道，检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[4,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[5,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,{"$nulls":4},400,800]
[6,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","一级公路，共约793m，双向6车道，检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},15,30]
[7,"沥青路面外观检查*","人工","东交函〔2020〕121号。全面检查","一级公路，共约793m，双向6车道，检测0.8*6=4.8km","km/车道",4.8,null,0,"P15页表2第7项",{"$nulls":3},140,280]
["二）","桥梁工程"]
["（一）","金佛大桥"]
[1,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","金佛大桥全长496m，双向6车道，检测0.5*6=3km","km/车道",3,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[2,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","金佛大桥全长496m，双向6车道，检测6处,6*3=18点","点",18,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","金佛大桥全长496m，双向6车道，检测0.5*6=3km","km/车道",3,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[4,"外观检查 *","人工","东交函〔2020〕121号。全面检查","金佛大桥全长496m，双向6车道，为简支梁桥，检测496m","米",496,null,0,"P5页表2",{"$nulls":3},25,50]
["（二）","罗田1#桥"]
[1,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田1#桥全长216.4m，双向6车道，检测0.2*6=1.2km","km/车道",1.2,null,0,"P4页表1第1项",{"$nulls":3},{"$f":"O183*50%","v":50},100]
[2,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田1#桥全长216.4m，双向6车道，检测4处,4*3=12点","点",12,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田1#桥全长216.4m，双向6车道，检测0.2*6=1.2km","km/车道",1.2,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[4,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田1#桥全长216.4m，双向6车道，为简支梁桥，检测216.4m","米",216.4,null,0,"P5页表2",{"$nulls":3},25,50]
["（三）","罗田2#桥"]
[1,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田2#桥全长276.4m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[2,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田2#桥全长276.4m，双向6车道，检测4处,4*3=12点","点",12,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田2#桥全长276.4m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[4,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田2#桥全长276.4m，双向6车道，为简支梁桥，检测276.4m","米",276.4,null,0,"P5页表2",{"$nulls":3},25,50]
["（四）","罗田3#桥"]
[1,"桥面铺装平整度 *","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。3m直尺：中桥单幅抽查2处，匝道大桥单幅3-5处。","罗田3#桥全长333.2m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[2,"桥面抗滑构造深度*","铺砂法","东交函〔2020〕121号。构造深度：单幅中桥1处；300m以下大桥单幅不少于2处，300m以上大桥每增加300m以内单幅增加1处，以此类推。（3点/处）","罗田3#桥全长333.2m，双向6车道，检测6处,6*3=18点","点",18,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"桥面抗滑横向力系数*","横向力系数检测车","东交函〔2020〕121号。横向力系数：逐车道连续检测。","罗田3#桥全长333.2m，双向6车道，检测0.3*6=1.8km","km/车道",1.8,null,0,"P4页表1第5项",{"$nulls":3},400,800]
[4,"外观检查 *","人工","东交函〔2020〕121号。全面检查","罗田3#桥全长333.2m，双向6车道，为简支梁桥，检测333.2m","米",333.2,null,0,"P5页表2",{"$nulls":3},25,50]
["三）","隧道工程"]
["（一）","1#隧道"]
[1,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","1#隧道左、右线长334m，检测0.67*6=4km","km/车道",4,null,{"$f":"ROUND(G199*H199,0)","v":0},"P4页表1第1项",{"$nulls":3},50,100]
[2,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","1#隧道左、右线长334m，检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[4,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","1#隧道左、右线长334m，检测0.67*6=4km","km/车道",4,null,0,{"$nulls":4},400,800]
[5,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","1#隧道左、右线长334m，检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},15,30]
[6,"隧道外观检测*","人工","东交函〔2020〕121号。全面检查","1#隧道共约21996㎡，检测21996㎡","㎡",21996,null,0,"P6页表1第1项",{"$nulls":3},1,2]
["（二）","2#隧道"]
[1,"路面平整度*","平整度仪","东交函〔2020〕121号。平整度仪：逐车道连续检测。","2#隧道左线长265m，右线长245m,检测0.5*6=3km","km/车道",3,null,0,"P4页表1第1项",{"$nulls":3},50,100]
[2,"路面抗滑构造深度*","铺砂法","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处。","2#隧道左线长265m，右线长245m,检测2处，6点","点",6,null,0,"P4页表1第5项",{"$nulls":3},15,30]
[3,"沥青路面抗滑摩擦系数*","摆式摩擦仪","东交函〔2020〕121号。2处/公里（3点/处），每合同段≮4处","同上","点",6,null,0,{"$nulls":4},22.5,45]
[4,"沥青路面横向力系数*","横向力系数检测车","东交函〔2020〕121号。逐车道连续检测","2#隧道左线长265m，右线长245m,检测0.5*6=3km","km/车道",3,null,0,{"$nulls":4},400,800]
[5,"沥青路面车辙*","横断面尺法","东交函〔2020〕121号。≮1断面/车道/公里，每合同段≮4断面。","2#隧道左线长265m，右线长245m,检测6断面","断面",6,null,0,"P15页表2第4项",{"$nulls":3},15,30]
[6,"隧道外观检测*","人工","东交函〔2020〕121号。全面检查","2#隧道共约16657㎡，检测16657㎡","㎡",16657,null,0,"P6页表1第1项",{"$nulls":3},1,2]
["四）","交通标线"]
[1,"标线厚度*","厚度计等","东交函〔2020〕121号。标线抽查不少于2处/公里；每处测5条标线，每条标线测1点；每条标线厚度横向两侧各测1个点取平均值。每合同段不少于4处。","本工程共2.6km，一级公路，双向6车道，检测3*2=6处","处",6,null,0,"P18页表2第2项",{"$nulls":3},10,20]
[2,"标线反光标线逆反射系数*","逆反射系数测量仪",null,null,"处",6,null,0,{"$nulls":4},{"$f":"O214*50%","v":100},200]
["八","小计",{"$nulls":6},{"$f":"SUM(I4:I214)","v":0}]
["九","一般工作用车",null,null,"按检测费的4%计算",{"$nulls":3},{"$f":"ROUND(I215*4%,0)","v":0}]
["十","合计",{"$nulls":6},{"$f":"SUM(I215:I216)","v":0}]

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["松山湖科学城至光明科学城通道（东莞段）二期工程-专项验收检测"]
["序号","检测项目","检测方法","检测频率","图纸工程数量","单位","检测数量","单价","金额（元）","备注","问题列","回复意见",null,"单价报价上限（元）"]
["一","路基工程"]
[1,"路基边坡防护抗滑桩完整性检测（3管）","声波透射法","东交函〔2020〕121号。抽检不宜少于总桩数的20%，且不得少于10根","路基边坡防护抗滑桩：D150桩共10根，平均桩长26m，检测10根","根",10,null,{"$f":"ROUND(G4*H4,0)","v":0},"P4页表2第1项",{"$nulls":3},{"$f":"O4*50%","v":500},1000]
[2,"路基边坡防护抗滑桩完整性检测（4管）","声波透射法","东交函〔2020〕121号。抽检不宜少于总桩数的20%，且不得少于10根","路基边坡防护抗滑桩：D200桩共56根，平均桩长34m，检测11根。","根",11,null,{"$f":"ROUND(G5*H5,0)","v":0},"P4页表2第1项",{"$nulls":3},{"$f":"O5*50%","v":750},1500]
[3,"路基边坡防护抗滑桩完整性检测（4管）超出30米长度",null,null,"超出30长部分：4*11=44m","米",44,null,0,"P4页表2第1项",{"$nulls":3},10,20]
[4,"路基边坡防护抗滑桩抽芯（钻径101/110mm）","钻芯法","东交函〔2020〕121号。采用钻芯法检测的比例不宜少于总桩数的10%，且不得少于6根。","D150桩共10根，平均桩长26m，检测3根；D200桩共56根，平均桩长34m，检测3根：（26*2+5+1）*3+（34*3+2*3+1+1）*3=504m","米",504,null,0,"P4页表2第3项",{"$nulls":3},160,320]
[5,"2#隧道边坡防护抗滑桩完整性检测（3管）","声波透射法","东交函〔2020〕121号。按设计要求，全部检测","2#隧道边坡防护抗滑桩：D180桩共38根，平均桩长25m，检测38根","根",38,null,0,"P4页表2第1项",{"$nulls":3},750,1500]
[6,"2#隧道边坡防护抗滑桩抽芯（钻径101/110mm）","钻芯法","东交函〔2020〕121号。采用钻芯法检测的比例不宜少于总桩数的10%。","D180桩共38根，平均桩长25m，检测6根：（25*3+1.8*3+1+1）*4=329.6m","米",329.6,null,0,"P4页表2第3项",{"$nulls":3},160,320]
[7,"CFG桩单桩承载力静载检测(≤50t）","堆载法","东交函〔2020〕121号。抽检总桩数0.1%，且不少于3点。","CL1K2+947.55箱涵CFG桩221根，检测3点。","点",3,null,0,"P16表2第2项静载试验，2015年5月12日会议纪要",{"$nulls":3},4400,{"$f":"10000-20*60","v":8800}]
[8,"堆载费用",null,null,"检测3点。","点",3,null,0,{"$nulls":4},1452,{"$f":"3704-20*40","v":2904}]
["二","桥梁工程"]
["一）","金佛大桥"]
["（一）","基桩工程"]
[1,"钻孔抽芯法钻径（101/110mm）","钻芯法","东交函〔2020〕121号，总桩数的2%，每座桥≥2根","D120桩8根，平均桩长25m，D160桩29根，平均桩长33m，D180桩44根，平均桩长27m，D200桩8根，平均桩长21m。共89根桩，检测2根。\n（27*3+1+1+5.4）*1+（21*3+1+1+6）*1=215.4m","米",{"$f":"(27*3+1+1+5.4)*1+(21*3+1+1+6)*1+(25*2+1+5)*1","v":215.4},null,0,"P4页表2第3项","统计数量遗漏：D160桩29根，平均桩长33m，检测3根；\nD200桩8根，平均桩长21m，检测1根。","已修改",null,160,320]
["（二）","桥梁静动载试验"]
[1,"简支梁桥静载试验（≤25m）","静载法","东交函〔2020〕121号。新建、改建、扩建和加固的中桥、大桥、特大桥及特殊结构桥梁竣（交）工验收前进行试验。（1）表中所列为规范规定的主要加载项目测试费，如需进行附加加载项目测试，可按主要加载项目测试费的50%另计；（2）3孔以下的连续结构按实际孔数计，3孔及以上按3孔计。","金佛大桥全长496m，双向6车道，单幅桥宽16.5~24.7m，为简支梁桥，选取1跨30m小箱梁桥进行成桥静动载试验检测。超出25米部分为：30-25=5米","孔",1,null,0,"P5页表1第2项，2012年9月21日会议纪要第六点",{"$nulls":3},21000,42000]
[2,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},420,840]
[3,"简支梁桥动载试验（≤25m）","动载法",null,null,"孔",1,null,0,{"$nulls":4},9000,18000]
[4,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},120,240]
[5,"桥梁检测车租赁、试验加载设备、支架、电源与照明材料及现场配合人员等费用","/",null,null,"座",1,null,0,{"$nulls":4},18750,37500]
["二）","罗田1#桥"]
["（一）","基桩工程"]
[1,"钻孔抽芯法钻径（101/110mm）","钻芯法","东交函〔2020〕121号，总桩数的2%，且群桩基础每墩不少于1根，每座桥≥2根","D160桩14根，平均桩长24m，D180桩16根，平均桩长21m，D200桩2根，平均桩长15m。共32根桩，检测2根。          （21*3+1.8*3+1+1）*1+（15*3+2*3+1+1）*1=123.4m","米",{"$f":"(21*3+1.8*3+1+1)*1+(15*3+2*3+1+1)*1","v":123.4},null,0,"P4页表2第3项",null,"按总桩数进行抽芯，共32根桩，修改抽芯数量为3根。",null,160,320]
["（二）","桥梁静动载试验"]
[1,"简支梁桥静载试验（≤25m）","静载法","东交函〔2020〕121号。新建、改建、扩建和加固的中桥、大桥、特大桥及特殊结构桥梁竣（交）工验收前进行试验。（1）表中所列为规范规定的主要加载项目测试费，如需进行附加加载项目测试，可按主要加载项目测试费的50%另计；（2）3孔以下的连续结构按实际孔数计，3孔及以上按3孔计。","罗田1#桥全长216.4m，双向6车道，单幅桥宽16.5m，为简支梁桥，选取1跨30m小箱梁桥进行成桥静动载试验检测。超出25米部分为：30-25=5米","孔",1,null,0,"P5页表1第2项，2012年9月21日会议纪要第六点",{"$nulls":3},21000,42000]
[2,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},420,840]
[3,"简支梁桥动载试验（≤25m）","动载法",null,null,"孔",1,null,0,{"$nulls":4},9000,18000]
[4,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},120,240]
[5,"桥梁检测车租赁、试验加载设备、支架、电源与照明材料及现场配合人员等费用","/",null,null,"座",1,null,0,{"$nulls":4},18750,37500]
["三）","罗田2#桥"]
["（一）","基桩工程"]
[1,"钻孔抽芯法钻径（101/110mm）","钻芯法","东交函〔2020〕121号，总桩数的2%，每座桥≥2根","D160桩22根，平均桩长23m，D180桩6根，平均桩长17.3m，D200桩6根，平均桩长15m。 共34根桩基，检测2根。         （17.3*3+1.8*3+1+1）*1+（15*3+2*3+1+1）*1=112.3m","米",{"$f":"(17.3*3+1.8*3+1+1)*1+(15*3+2*3+1+1)*1","v":112.3},null,0,"P4页表2第3项","D200桩数量为6根","按总桩数进行抽芯，共34根桩，修改抽芯数量为3根。且2米桩径数量已修改",null,160,320]
["（二）","桥梁静动载试验"]
[1,"简支梁桥静载试验（≤25m）","静载法","东交函〔2020〕121号。新建、改建、扩建和加固的中桥、大桥、特大桥及特殊结构桥梁竣（交）工验收前进行试验。（1）表中所列为规范规定的主要加载项目测试费，如需进行附加加载项目测试，可按主要加载项目测试费的50%另计；（2）3孔以下的连续结构按实际孔数计，3孔及以上按3孔计。","罗田2#桥全长276.4m，双向6车道，单幅桥宽16.5m，为简支梁桥，选取1跨30m小箱梁桥进行成桥静动载试验检测。超出25米部分为：30-25=5米","孔",1,null,0,"P5页表1第2项，2012年9月21日会议纪要第六点",{"$nulls":3},21000,42000]
[2,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},420,840]
[3,"简支梁桥动载试验（≤25m）","动载法",null,null,"孔",1,null,0,{"$nulls":4},{"$f":"O37*50%","v":9000},18000]
[4,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},120,240]
[5,"桥梁检测车租赁、试验加载设备、支架、电源与照明材料及现场配合人员等费用","/",null,null,"座",1,null,0,{"$nulls":4},18750,37500]
["四）","罗田3#桥"]
["（一）","基桩工程"]
[1,"钻孔抽芯法钻径（101/110mm）","钻芯法","东交函〔2020〕121号，总桩数的2%，且群桩基础每墩不少于1根，每座桥≥2根","D160桩26根，平均桩长33.2m，D180桩6根，平均桩长37.1m。共32根桩，检测2根。（33.2*2+5+1）*1+（37.1*3+1.8*3+1+1）*1=191.1m","米",{"$f":"(33.2*2+5+1)*1+(37.1*3+1.8*3+1+1)*1","v":191.1},null,0,"P4页表2第3项",null,"按总桩数进行抽芯，共32根桩，修改抽芯数量为3根。",null,160,320]
["（二）","桥梁静动载试验"]
[1,"简支梁桥静载试验（≤25m）","静载法","东交函〔2020〕121号。新建、改建、扩建和加固的中桥、大桥、特大桥及特殊结构桥梁竣（交）工验收前进行试验。（1）表中所列为规范规定的主要加载项目测试费，如需进行附加加载项目测试，可按主要加载项目测试费的50%另计；（2）3孔以下的连续结构按实际孔数计，3孔及以上按3孔计。","罗田3#桥全长333.2m，双向6车道，单幅桥宽16.5m，为简支梁桥，选取1跨30m小箱梁桥进行成桥静动载试验检测。超出25米部分为：30-25=5米","孔",1,null,0,"P5页表1第2项，2012年9月21日会议纪要第六点",{"$nulls":3},21000,42000]
[2,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},420,840]
[3,"简支梁桥动载试验（≤25m）","动载法",null,null,"孔",1,null,0,{"$nulls":4},9000,18000]
[4,"超过25m部分",{"$nulls":3},"米",5,null,0,{"$nulls":4},120,240]
[5,"桥梁检测车租赁、试验加载设备、支架、电源与照明材料及现场配合人员等费用","/",null,null,"座",1,null,0,{"$nulls":4},18750,37500]
["五）","桥梁预制工程"]
["（一）","预应力工程"]
[1,"预制梁锚下有效预应力检测","预应力检测仪","东交函〔2020〕121号。每个预制场前3片必检，后续生产的预制梁按2%的比例抽检且不少于2片，所抽检的构件应对所有预应力筋的有效预应力进行检测。","本项目预制梁共417片，其中25m边梁18片、25m中梁29片、30m边梁138片、30m中梁232片，检测（414*2%）+3=12片（检测规则中不足一片按一片计）","根",646,null,0,"P18页表1第5项“800元/4根/孔=200元/根\"",null,"该项有修改，本项目中25m小箱梁47片，30m小箱梁370片；以30m梁用量居多，其中25m梁中梁的预应力束为10束48根，30m梁中梁的预应力束为10束54根，即参照30m中梁预应力束更具有代表性。",null,100,200]
["（二）","单片梁静载试验"]
[1,"单片梁荷载试验（≤25m）","静载法","东交函〔2020〕121号。每批单片梁总数抽检1%，且各种断面类型不少于1片。","预制梁共417片，有25m和30m两种规格，检测417*1%=4片。","片",4,null,0,"P5页表1第1项",null,"按四舍五入法，计417*1%=4片计。",null,15000,30000]
[2,"每增加1m",null,null,"超出米数部分：（30-25）*2=10米","米",10,null,0,{"$nulls":4},350,700]
[3,"试验加载设备、支架、电源与照明材料及现场配合人员等费用","/",null,"共4台班","台班",4,null,0,"2014年3月28日会议纪要第二点",{"$nulls":3},2000,4000]
["四","隧道工程"]
["一）","1#隧道"]
[1,"初支仰拱及仰拱回填质量","钻芯法","东交函〔2020〕121号。采用抽芯法检测，按单洞每500m不少于1处，且不少于3处。","1#隧道左、右线长334m，各检测3点，共检测6点。","点",6,null,0,"P6页表1第3项",{"$nulls":3},400,800]
[2,"初支锚杆长度、灌浆质量","无损检测","东交函〔2020〕121号。抽检不少于3%。","1#隧道初支锚杆共31272根，检测31272*3%=938根","根",938,null,0,"P17页表2第5项",{"$nulls":3},125,250]
[3,"初支管棚钢管的长度、灌浆质量","无损检测","东交函〔2020〕121号。抽检不少于10%（按单个洞口计）","1#隧道大管棚共116根，检测116*10%=12根","根",12,null,0,"P17页表2第5项",{"$nulls":3},125,250]
[4,"初支砼强度、厚度、密实度","钻芯法","东交函〔2020〕121号。单洞每100m长检测1点，少于5点时按5点检测。","1#隧道左、右线长334m，单洞检测5点，共检测10点。","点",10,null,0,"P6页表1第3项",{"$nulls":3},400,800]
["二）","2#隧道"]
[1,"初支仰拱及仰拱回填质量","钻芯法","东交函〔2020〕121号。采用抽芯法检测，按单洞每500m不少于1处，且不少于3处。","2#隧道左线长265m，检测3点；右线长245m，检测3点","点",6,null,0,"P6页表1第3项",{"$nulls":3},400,800]
[2,"初支锚杆长度、灌浆质量","无损检测","东交函〔2020〕121号。抽检不少于3%。","2#隧道初支锚杆共32120根，检测32120*3%=964根","根",964,null,0,"P17页表2第5项",{"$nulls":3},125,250]
[3,"初支管棚钢管的长度、灌浆质量","无损检测","东交函〔2020〕121号。抽检不少于10%（按单个洞口计）","2#隧道大管棚共116根，检测116*10%=12根","根",12,null,0,"P17页表2第5项",{"$nulls":3},125,250]
[4,"初支砼强度、厚度、密实度","钻芯法","东交函〔2020〕121号。单洞每100m长检测1点，少于5点时按5点检测。","2#隧道左线长265m，右线长245m。单洞检测5点，共检测10点。","点",10,null,0,"P6页表1第3项",{"$nulls":3},400,800]
["四","管道工程"]
[1,"雨水管闭水试验检测","闭水试验","东交函〔2020〕121号，管道内径≤700全线试验，管道内径﹥700按管道井段抽取1/3.试验不合格时在原抽样基础上加倍抽取进行试验，每次试验长度不超过5个连续井段，还要带井试验","雨水管中＜700管共3338m，＞700管共254m，检测3338+254/3=3423m","米",3423,null,0,"东莞市建设工程检测行业参考收费标准（2023版）7.1.1",{"$nulls":3},{"v":4.09902278702892,"d":"4.10"},{"v":8.19804557405784,"d":"8.20"}]
[2,"雨水管CCTV检测","机器人设备","全部检测","DN600以上雨水管共2687m,检测2687m","米",2687,null,{"$f":"ROUND(G69*H69,0)","v":0},"东莞市建设工程检测行业参考收费标准（2023版）7.1.2“不含清淤”",{"$nulls":3},{"$f":"O69*50%","v":{"v":10.3526609601786,"d":"10.35"}},{"v":20.7053219203573,"d":"20.71"}]
["五","小计",{"$nulls":6},{"$f":"SUM(I4:I69)","v":0}]
["六","一般工作用车",null,null,"按检测费的4%计算",{"$nulls":3},{"$f":"ROUND(I70*4%,0)","v":0}]
["七","合计",{"$nulls":6},{"$f":"SUM(I70:I71)","v":0}]