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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）ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 隧道工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 隧长米ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 135 ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 31 ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 166 ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
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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2ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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公路工程实体检测费用分项指标表2续ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 桥梁工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 18ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 桩基ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 动力检测ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 根ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý （试坑开挖、桩头处理、重锤装吊及运输费另计。）ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 500ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 小应变ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
					荷载(kN) 费用ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤1000 4270ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤3000 5490ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤5000 7320ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤10000 10980ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ＞10000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 高应变检测ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 埋管法ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 超声波检测ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 根ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	桩长(米) 费用ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý D≤30 500ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 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。ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 19ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 桥梁静载试验ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 静载ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý （垂直静载试验）ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道·跨ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	荷载(kN) 费用ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤500 10411ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤1000 16267ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤3000 24400ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤5000 40667ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤10000 65067ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤15000 89467ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ≤20000 113867ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ＞20000，每增加5000，按前一档收费基价乘以1.25的附加调整系数。ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 20ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 桥梁动载试验ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	简支结构、桥面连续、跨径ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 小于50米ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道·跨ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 12849ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 不含荷载车辆、ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 支架等费用ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			连续结构、跨径小于100米ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 21044ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			连续结构、跨径大于100米ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 27190ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

公路工程实体检测费用分项指标表2续ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 单位工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 序号ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 项目名称ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 检测方法ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 单位ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 费用（元）ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 备注ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 隧道工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 21ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 衬砌厚度、空洞ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 地质雷达检测ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 测线米ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 16ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 单洞ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 22ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 隧道几何ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 参数ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 大面平整度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 直尺、钢卷尺、全站仪、经纬仪ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 41ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 单洞ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 中线偏位ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 62ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 宽度、净空ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 断面ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 103ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 交通安全设施ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 23ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 标志ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 吊线垂、钢尺ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 223ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 24ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 标线ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 钢尺、反光度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 测定仪ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 139ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 25ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 防护栏ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 钢尺、吊线垂、直尺、塞尺ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 137ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 26ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 隔离栅ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 钢尺、直尺、ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 塞尺ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 137ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

（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3ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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（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5ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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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ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

检测费用计算说明ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

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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	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 小桥ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 混凝土强度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 测区/座ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 3/0.3ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 回弹仪ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
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	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 涵洞ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 结构尺寸ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 个/道ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 5/.5ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 流水面高程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 点/道ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 2/.5ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 支挡工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 混凝土强度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 测区/段ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 10/1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 回弹仪检测ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 断面尺寸ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 断面/段ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1/1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 开挖检查ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 表面平整度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 公路公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处/段ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1/1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 路面工程ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 路面面层ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 沥青路面压实度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 点ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 取芯法ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
		ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 沥青路面弯沉*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 点ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 80ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 连续检测、落锤仪ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý

综合指标中实体检测项目及频率表1续

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					ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 单位ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 数量ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 沥青路面车辙*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 2ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 连续检测、自动测定车ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 混凝土路面强度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 测区ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 回弹法ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 混凝土路面ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 相邻板高差*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	测膨胀缝位置相邻板高差3点ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 平整度*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 2ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 连续检测，ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 自动检测车ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 抗滑*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 处ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 1ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	摆式仪检测摩擦系数、铺砂法检测构造深度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 厚度ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 点ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 2ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 取芯法ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
			ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 宽度、横坡ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 双车道公里*ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 断面ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý 2ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý	ív0Ç \ÂOobbs.3c3t.comW6.G-'QLý
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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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