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陕交发〔2006〕42号陕西省交通厅关于印发《陕西省公路工程竣（交）工验收检测费用计算办法（试行）》的通知
各设区市交通局、杨凌示范区交通局，厅属有关单位：
为规范我省公路工程竣(交)工验收检测收费行为，维护检测单位和委托人的合法权益，提高工程质量检测水平，促进检测市场的健康发展，省厅依据国家和省内有关法规组织厅定额站制定了《陕西省公路工程竣（交）工验收检测费用计算办法（试行）》，经2006年1月10日省交通厅专题会议审议通过，现印发你们，请结合本地区和具体项目实际参照执行，在执行中遇到的问题，请及时反馈厅建设管理处，以便修订。
公路工程竣（交）工验收检测费用按照有关规定进入项目决算。

二○○六年二月六日

主题词：公路竣工检测通知
陕西省交通厅办公室 2006年2月9日印发

陕西省公路工程竣（交）工验收检测收费计算办法（试行）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

第一条　为规范陕西省公路工程竣(交)工验收检测收费行为，维护检测单位和委托人的合法权益，提高工程质量检测水平，促进检测市场的健康发展，根据国家和省内有关法规制定本办法。
第二条本办法适用于具有相应资质的检测单位在省内从事公路工程竣(交)工验收质量鉴定检测费用的计算，其他检测工作费用计算参照执行。
第三条本办法计算的费用为政府指导价。委托方与检测机构可根据工程难易程度、规模大小，上下浮动20%。
第四条　本办法中工程检测费用包括了工程检测过程所消耗的人工、材料、设备费，必要的交通工具费及相应的管理费、利润、税金。
第五条  检测过程中发生的下列费用，应按实际发生的费用支付：
㈠检测单位人员、设备的进出场费；
㈡隧道检测支架搭设费用；
㈢桥梁动、静载试验搭设支架及加载费用；
㈣桩基动力检测搭设支架及加载费用；
㈤路基路面弯沉、回弹模量检测的车辆加载费用；
㈥破坏性检测的工程开挖及修补费用；
㈦由于委托人原因造成的现场停工、窝工费用；
㈧竣工验收阶段的交通安全维护费。
第六条  检测成果应提交的报告分数为5份。
第七条  对于一次检测路线长度小于5公里的路基交工项目，视交工路线的长短，费用可提高10%～30%。
第八条　对超出本办法计费的项目，其费用由双方另行协商确定。
第九条　检测费用计算分综合指标计算法和分项指标计算法。
（一）综合指标计算法
工程检测费用＝(路线长度×路线工程检测费用综合指标+桥梁长度×桥梁工程检测费用综合指标+隧道长度×隧道工程检测费综合指标)×（1±浮动系数）。
路线长度以公路公里计，应扣除特大、大、中桥，隧道的长度。
桥梁长度以桥长米计，为特大、大桥长度与中桥长度一半之和，不包括小桥、通道、涵洞。高速和一级公路的半幅桥按其长度一半计。
隧道长度以隧长米计，高速和一级公路单洞隧道按其长度一半计。
（二）分项指标计算法
工程检测费用＝实物工作量×分项工程检测费用指标×（1±浮动系数）
实物工作量按《公路工程质量检验评定标准》（JTGF80/1-2004）的要求，以实际发生的工作量计算。
（三）检测费用计算原则上应采用综合指标计算法，当实体检测项目及抽查频率发生较大变化时，可用分项指标进行调整。
第十条  检测费用综合指标以路线、桥梁、隧道长度为计费单位，以《公路工程质量鉴定办法》中规定的路基路面、桥梁、隧道的抽查项目及实体检测频率为依据，按分项指标确定的单位路线、桥梁、隧道长度的检测费用。其费用指标见下表。

公路工程检测费用综合指标表1Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 序号Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路等级Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道数Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 费用（元）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 交工Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 竣工Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 小计Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 1Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 高速公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 一级公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路线工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 六车道Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 19700 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 11157 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 30857 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		桥长米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 109Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 69 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 178 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧道工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧长米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 150Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 46 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 196 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路线工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 四车道Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 14543 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 7518 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 22061 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥长米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 86 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 47 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 133 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧道工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧长米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 135 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 31 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 166 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 2Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 二级公路三级公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路线工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 二车道Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 8583 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 3879 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 12462 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		桥长米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 40 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 24 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 64 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
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第十一条分项指标以实物工作量为计费单位，包括实体检测、外观检测、内业资料审查三部分。
（一）实体检测又分路基路面工程、桥梁工程、隧道工程、交通安全设施四部分。其费用指标见下表。

公路工程实体检测费用分项费用指标表2Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

单位工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	序号Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 项目名称Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 检测方法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 费用（元）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	备注Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
路基路面工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	1Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	压实度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路基Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 灌砂法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 112Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 环刀法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 75Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	现场表层取样Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
							Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 524Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	路基成型后不同压实区域(96、94、93)各取样一件，并进行试验Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
				Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路面Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 取芯法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 260Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	路面上中下三层各取试样一件，并进行试验Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê (含厚度测定)Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 核子密度仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 129Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	2Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 平整度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 3m直尺Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 65 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 八轮仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 166 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 激光平整度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 273 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 累计颠簸仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 199 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 自动检测车Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 438 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	3Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 弯沉Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 落锤仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 513 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	车道公里40点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	3Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê				Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 贝克曼梁法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 318 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	车道公里40点Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	4Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 回弹模量Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 承载板法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 403Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	5Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	抗滑实验Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 摩擦系数Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 摆式仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 48 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 测试车Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 车道公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 330 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	连续检测Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 构造深度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 铺砂法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 47 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	6Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	路基路面几何参数Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 纵断高程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 全站仪、Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 水准仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 断面Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 50Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 中线偏位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê				Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 50Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 宽度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê				Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 20Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 横坡度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê				Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 20Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
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	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 16Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥面宽度、横坡Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 水准仪、钢尺Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 断面Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 39Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 17Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 伸缩缝与桥面高差Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 尺量Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 断面Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 31Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 18Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桩基Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 取芯法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桩长(米) 费用Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê D≤10 301 10＜D≤20 377 20＜D≤30 452 30＜D≤40 536 40＜D≤50 639 50＜D≤60 711 60＜D≤80 789 80＜D≤100 862 D＞100 每增加20米按前一档收费基价乘以1.20的附加调整系数。Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

公路工程实体检测费用分项指标表2续Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 序号Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 项目名称Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 检测方法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 费用（元）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 备注Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 18Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桩基Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 动力检测Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 根Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê （试坑开挖、桩头处理、重锤装吊及运输费另计。）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 500Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 小应变Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
					荷载(kN) 费用Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤1000 4270Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤3000 5490Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤5000 7320Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤10000 10980Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ＞10000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 高应变检测Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 埋管法Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 超声波检测Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 根Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	桩长(米) 费用Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê D≤30 500Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê D＞30 每增加10米，按前一档收费基价乘以1.1的附加调整系数。Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 19Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁静载试验Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 静载Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê （垂直静载试验）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 双车道·跨Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	荷载(kN) 费用Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤500 10411Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤1000 16267Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤3000 24400Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤5000 40667Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤10000 65067Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤15000 89467Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ≤20000 113867Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê ＞20000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 20Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁动载试验Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	简支结构、桥面连续、跨径Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 小于50米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 双车道·跨Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 12849Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 不含荷载车辆、Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 支架等费用Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
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公路工程实体检测费用分项指标表2续Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

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Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧道工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 21Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 衬砌厚度、空洞Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 地质雷达检测Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 测线米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 16Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单洞Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 22Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧道几何Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 参数Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 大面平整度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 直尺、钢卷尺、全站仪、经纬仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 41Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单洞Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 中线偏位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 62Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
			Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 宽度、净空Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 断面Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 103Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 交通安全设施Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 23Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 标志Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 吊线垂、钢尺Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 处Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 223Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 24Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 标线Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 钢尺、反光度Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 测定仪Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 139Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 25Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 防护栏Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 钢尺、吊线垂、直尺、塞尺Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 137Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 26Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隔离栅Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê		Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 钢尺、直尺、Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 塞尺Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公路Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 137Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

（二）外观检查分为路线工程、桥梁工程、隧道工程三部分，其费用指标见下表。

公路工程外观检查费用分项指标表3Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 序号Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 费用（元）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 备注Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 1Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 路线工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 公里Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 816 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 双车道Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 2Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 桥梁工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 21 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 3Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 隧道工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 米Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 13 Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

（三）内业资料审查包括路线工程、桥梁工程、隧道工程三部分，其费用指标见下表。

公路工程内业资料审查费用分项指标表5Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 序号Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位工程Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 单位Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 费用（元）Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê	Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê 备注Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê
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第十二条本办法由陕西省交通厅负责解释。
附件：

陕西省公路工程竣（交）工验收Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

检测费用计算说明Ü¿<vÍª½=Lbbs.3c3t.comô¿æ9ó\zê

一、实体检测工作内容包括现场准备工作，检测、编写检测成果报告。实体检测应执行《公路路基路面现场测试规程》及桥梁、隧道工程相应的检测规程。
二、外观检查分为路线工程、桥梁工程、隧道工程三部分。其中，路线工程包括路基、路面、交通安全设施工程等。其分项工程的检测内容为：
1、路基工程。包括路基土石方、排水工程、小桥、涵洞、支挡工程的外观检查；
2、路面工程。面层（包括水泥混凝土、沥青混凝土、沥青碎石、沥青表处等）的外观检查；
3、桥梁工程。混凝土工程、上下部结构、支座、桥面系的外观检查；
4、隧道工程。衬砌及总体的外观检查；
5、交通安全设施。标志、防护栏的外观检查。
外观检查对工作内容中所涉及的项目，在检测成果报告中应进行逐条描述，并提出明确意见。
三、内业资料审查包括路线工程、桥梁工程、隧道工程的施工资料、监理资料、科研和新技术应用资料审查，具体内容为：
1、资料的整理是否满足《公路工程竣（交）工验收办法》的要求，测试项目是否齐全、频率是否满足，是否能有效证明工程所用的原材料、施工工艺及工程质量符合规范要求，资料反映出的工程质量是否达到合格标准。
2、资料是否是原始资料，字迹是否清晰、工整，表格内容是否完整、签字齐全，装订整齐。
3、按工序、工艺要求所有资料是否齐全、完整，资料反映出的抽查频率、质量指标是否满足有关标准、规范规定的要求。
内业资料审查对工作内容所涉及的范围，在检测成果报告中应进行明确描述，并提出明确的意见。
四、检测费用综合指标中路线工程包括路基、路面、小桥、通道、涵洞、交通工程（沿线设施）的检测费用。检测费用综合指标中所含的检测内容、检测方法及检测频率见下表。

综合指标中实体检测项目及频率表1

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附注：1、本表规定的抽检项目均应在交工验收前完成检测。竣工验收前，应对带“*”的抽检项目进行复测，其检测结果和其它抽检项目在交工验收时的检测结果，作为竣工验收质量评定的依据。
2、“支挡工程”指挡土墙、抗滑桩、铺砌式坡面防护、喷锚等防护工程。
3、对弯沉、路面厚度、平整度、摩擦系数、隧道强度、厚度等抽查项目优先采用自动化检测设备进行检测。
4、计费单位中带“*”对应的检测项目，双车道与三车道及以上车道的检测频率相同。
五、检测费用综合指标中未含互通式立交匝道及匝道桥的检测费用，其费用按相应道路等级检测费用综合指标另行计算。
六、支挡工程、桥梁、隧道衬砌混凝土强度的检测费用采用路基路面工程中混凝土强度的检测费用指标；
七、桥梁工程中的桥面铺装平整度、桥面抗滑，隧道工程中路面平整度、抗滑检测费用采用路基路面工程平整度、抗滑检测费用指标；
八、检测费用指标中未包括技术复杂工程如悬索桥、斜拉桥等工程项目的检测。

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