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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）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

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1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路等级,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道数,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 交工,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 竣工,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 小计,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 高速公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 一级公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路线工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 六车道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 19700 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 11157 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 30857 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		桥长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 109,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 69 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 178 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 150,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 46 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 196 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路线工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 四车道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 14543 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 7518 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 22061 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 86 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 47 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 133 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 135 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 31 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 166 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 二级公路三级公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路线工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 二车道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 8583 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 3879 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 12462 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		桥长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 40 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 24 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 64 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 67 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 15 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 83 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

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2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 项目名称,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
路基路面工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	压实度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路基,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 灌砂法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 112,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 环刀法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 75,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	现场表层取样,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
							,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 524,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	路基成型后不同压实区域(96、94、93)各取样一件，并进行试验,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 取芯法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 260,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	路面上中下三层各取试样一件，并进行试验,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ (含厚度测定),xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 核子密度仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 129,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 平整度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 3m直尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 65 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 八轮仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 166 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 激光平整度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 273 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 累计颠簸仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 199 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 自动检测车,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 438 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 弯沉,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 落锤仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 513 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	车道公里40点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 贝克曼梁法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 318 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	车道公里40点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	4,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 回弹模量,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 承载板法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 403,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	5,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	抗滑实验,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 摩擦系数,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 摆式仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 48 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测试车,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 330 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	连续检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 构造深度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 铺砂法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 47 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	6,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	路基路面几何参数,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 纵断高程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 全站仪、,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 水准仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 50,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 中线偏位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 50,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 宽度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 20,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 横坡度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 20,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 边坡坡度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 60,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	7,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面车辙,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路况自动测定车,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 413 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	连续检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	7,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面横断面仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 42 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	车道断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	8,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面厚度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 地质雷达检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 8,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	路面厚度只取面层,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
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公路工程实体检测费用分项指标表2续,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 项目名称,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
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			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 表面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 平整度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2m直尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 46,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 14,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 上 (下)部主要结构尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 钢尺量测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 32,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 15,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 墩台垂直度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 垂线、经纬仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 个,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 54,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 16,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥面宽度、横坡,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 水准仪、钢尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 39,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 17,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 伸缩缝与桥面高差,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 尺量,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 31,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 18,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桩基,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 取芯法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桩长(米) 费用,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 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。,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

公路工程实体检测费用分项指标表2续,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 项目名称,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 18,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桩基,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 动力检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 根,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ （试坑开挖、桩头处理、重锤装吊及运输费另计。）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 500,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 小应变,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					荷载(kN) 费用,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤1000 4270,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤3000 5490,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤5000 7320,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤10000 10980,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ＞10000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 高应变检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 埋管法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 超声波检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 根,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	桩长(米) 费用,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ D≤30 500,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 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。,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 19,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁静载试验,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 静载,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ （垂直静载试验）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道·跨,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	荷载(kN) 费用,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤500 10411,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤1000 16267,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤3000 24400,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤5000 40667,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤10000 65067,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤15000 89467,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ≤20000 113867,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ＞20000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
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			连续结构、跨径大于100米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 27190,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

公路工程实体检测费用分项指标表2续,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 项目名称,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 21,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 衬砌厚度、空洞,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 地质雷达检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测线米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 16,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单洞,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 22,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道几何,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 参数,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 大面平整度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 直尺、钢卷尺、全站仪、经纬仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 41,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单洞,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 中线偏位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 62,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 宽度、净空,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 103,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 交通安全设施,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 23,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 标志,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 吊线垂、钢尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 223,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 24,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 标线,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 钢尺、反光度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测定仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 139,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 25,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 防护栏,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 钢尺、吊线垂、直尺、塞尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 137,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 26,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隔离栅,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 钢尺、直尺、,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 塞尺,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 137,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

（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3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路线工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 816 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 21 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 13 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

（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5,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 序号,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 费用（元）,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 备注,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路线工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1447 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 高速、一级公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 4.82 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 二级及以下公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2.41 ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 二级及以下公路,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧长米,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1.21,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

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,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

检测费用计算说明,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

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

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 分部工程类别,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 抽查项目,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 计费单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测频率,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
				,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 数量,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路基工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路基土石方,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 压实度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 深层取样检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 弯沉,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 80,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 连续检测、,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 贝克曼梁法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 边坡*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 4,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 排水工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 6,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 铺砌厚度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 开挖检查,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 小桥,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土强度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测区/座,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 3/0.3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 回弹仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 主要结构尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 个/座,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 6/0.3,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 涵洞,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 结构尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 个/道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 5/.5,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 流水面高程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点/道,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2/.5,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 支挡工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土强度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测区/段,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 10/1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 回弹仪检测,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面/段,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1/1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 开挖检查,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 表面平整度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处/段,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1/1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 路面面层,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 沥青路面压实度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 取芯法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 沥青路面弯沉*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 80,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 连续检测、落锤仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

综合指标中实体检测项目及频率表1续

,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 分部工程类别,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 抽查项目,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 计费单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测频率,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 检测方法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
					,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单位,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 数量,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 沥青路面车辙*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 连续检测、自动测定车,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土路面强度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测区,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 回弹法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土路面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 相邻板高差*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	测膨胀缝位置相邻板高差3点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 平整度*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 连续检测，,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 自动检测车,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 抗滑*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	摆式仪检测摩擦系数、铺砂法检测构造深度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 厚度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 点,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 取芯法,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 宽度、横坡,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里*,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 2,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 桥梁,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 下部,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 墩台混凝土强度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 双车道公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测区/墩台数,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 80/40,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 回弹仪,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
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			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 隧道路面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 单洞公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 同路面工程,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 交通安全设施,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 标志,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ			,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	检测内容包括立柱竖直度、标志板净空、标志板尺寸、标志板厚度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 防护栏,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 波形梁护栏,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 处,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 1,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	检测内容包括波形板厚度、立柱壁厚度、横梁中心高度、混凝土护栏强度、混凝土护栏断面尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土护栏强度,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 测区,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 5,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 混凝土护栏断面尺寸,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ		,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 公路公里,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 断面,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ 20,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ ,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ
,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ	,xh\U¥p)`bbs.3c3t.com8tJî¡Ï6dÓ

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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