公路工程预算补充定额(2006.12)

公路工程预算补充定额一．路基工程1—1 现浇混凝土边沟1—2 混凝土预制块边沟1—3 路基注浆加固 工作容：（1）水泥粉煤灰浆拌和、灰浆装车；（2）载重汽车运浆、清理及保养搅拌设备；（3）准备、确定孔位、钻孔、钻机移位、场地清理；（4）准备、清孔、插拔注浆管、压浆、清洗压浆设备、清理现场。

1—4 防沙固沙工作容：防沙栅栏：放样、打桩、牵引、锚固木桩、挖沟埋夹芦苇（束）、铁丝加固全部过程；芦苇方格：放样、芦苇搬运、截断、插埋、踏紧芦苇全部过程；1、芦苇栅栏为疏透型，适用于苇高150㎝，埋入沙中20㎝，外露130㎝，与此不符者可调整芦苇用量；2、芦苇方格适用于苇高35㎝，埋入沙中15㎝，外露20㎝型。

新资料、新知识、新思维、新起点、新坐标尽在巅峰造价！登珠穆朗玛，上巅峰造价！→→→6120.x5dj.txxmsy发表于: 2008-05-04 21:01 引用删除修改 (2楼) 1—5 盐渍土路基隔断层工作容：1、塑膜或土工布：放样、清扫检查下层，铺设土工布或塑膜；2、沙土保护层：放样、摊铺砂土、整平、碾压；3、风积沙：放样、整理下承层、填培包边土、摊铺风积沙、整平、碾压；4、砂砾石：放样、整理下承层、摊铺砂砾石、整平、碾压。

注：砂土保护层、风积沙需洒水时，水费另计。

1-6-1 渗沟及排水管的填碎石100m31-6-3 渗沟及排水管的透水型土工布铺设 100㎡1-7-1 路基填土掺石灰含量5%拌和机拌和 100m3注：运料、推铺和碾压在土方工程中计列。

1-9-1 铺设土工格栅 1000㎡注：路基边坡表面铺设土工个栅可参照本定额，工程数量按坡面面积计算。

1-10-1水泥粉喷搅拌桩孔深10m以，桩径φ50cm水泥含量15%新资料、新知识、新思维、新起点、新坐标尽在巅峰造价！登珠穆朗玛，上巅峰造价！→→→6120.x5dj.txxmsy发表于: 2008-05-04 21:02 引用删除修改 (3楼)注：水泥粉喷搅拌桩均含复拌深度3米，如需增加复拌深度，应按“复拌每增10m”定额另计。

总说明一、《公路工程预算定额》（以下简称本定额）是全国公路专业定额。

它是编制施工图预算的依据；也是编制工程概算定额（指标）的基础，适用于公路基本建设新建、改建工程，不适用于独立核算执行产品出厂价格的构件厂生产的构配件。

对于公路养护的大、中修工程，可参考使用。

二、本定额是以人工、材料、机械台班消耗量表现的工程预算定额。

编制预算时，其人工费、材料费、机械使用费，应按《公路基本建设工程概算、预算编制办法》的规定计算。

三、本定额包括路基工程、路面工程、隧道工程、桥涵工程、防护工程、交通工程及沿线设施、临时工程、材料采集及加工、材料运输共九章及附录。

四、本定额是按照合理的施工组织和一般正常的施工条件编制的。

定额中所采用的施工方法和工程质量标准，是根据国家现行的公路工程施工技术及验收规范、质量评定标准及安全操作规程取定的，除定额中规定允许换算者外，均不得因具体工程的施工组织、操作方法和材料消耗与定额规定不同而变更定额。

五、本定额除潜水工作每工日六小时，隧道工作每工日七小时外，其余均按每工日八小时计算。

六、定额中的工程内容，均包括定额项目的全部施工过程。

定额内除扼要说明施工的主要操作工序外，均包括准备与结束、场内操作范围内的水平与垂直运输、材料工地小搬运、辅助和零星用工、工具及机械小修、场地清理等工程内容。

七、本定额中的材料消耗量系按现行材料标准的合格料和标准规格料计算的。

定额内材料、成品、半成品均已包括场内运输及操作损耗，编制预算时，不得另行增加。

其场外运输损耗、仓库保管损耗应在材料预算价格内考虑。

八、本定额中周转性的材料、模板、支撑、脚手杆、脚手板和挡土板等的数量，已考虑了材料的正常周转次数并计入定额内。

其中就地浇筑钢筋混凝土梁用的支架及拱圈用的拱盔、支架，如确因施工安排达不到规定的周转次数时，可根据具体情况进行换算并按规定计算回收，其余工程一般不予抽换。

九、定额中列有的混凝土、砂浆的强度等级和用量，其材料用量已按附录中配合比表规定的数量列入定额，不得重算。

公路工程预算补充定额培训资料(doc 92页)公路工程预算补充定额一．路基工程1—1 现浇混凝土边沟顺序号项目单位代号现浇混凝土边沟11 人工工日 1 31.02 15号水泥混凝土m³- （10.2）3 锯材m³11 0.024 425号水泥t 243 2.8775 水m³268 126 中（粗）砂m³286 5.207 碎石（4㎝）m³321 9.088 其他材料费元391 2.89 250L以内混凝土搅拌机台班569 0.8710 基价元999 1941 1—2 混凝土预制块边沟顺序号项目单位代号混凝土预制块边沟10m³11 人工工日 1 91.672 锯材m³11 0.0983 铁钉㎏151 13.74 425号水泥t 243 3.15 水m³268 276 中（粗）砂m³286 5.597 砂砾m³287 19.68 碎石（2㎝）m³320 8.899 其他材料费元391 58.710 250L以内混凝土搅拌机台班569 0.711 4T以内载重汽车台班640 1.512 小型机具使用费元998 6.713 基价元999 39481—3 路基注浆加固工作内容：（1）水泥粉煤灰浆拌和、灰浆装车；（2）载重汽车运浆、清理及保养搅拌设备；（3）准备、确定孔位、钻孔、钻机移位、场地清理；（4）准备、清孔、插拔注浆管、压浆、清洗压浆设备、清理现场。

顺序号项目单位代号灰浆拌和灰浆汽车运输钻孔注浆10 m³10 m³m 10 m³10Km以内1 2 3 41 人工工日 1 0.9 - 0.2 32 合金钻头个40 - - 0.01 -3 钻杆㎏136 - - 0.02 -4 水泥粉煤灰浆m³241 - - - （10.2）5 8—12#铁丝㎏153 - - - -6 425号水泥t 243 3.825 - -7 水m³268 9 0.125 0.958 粉煤灰m³313 4.15 - -9 其他材料费元391 3.7 1.5 3.62 15.64 1—4 防沙固沙工作内容：防沙栅栏：放样、打桩、牵引、锚固木桩、挖沟埋夹芦苇（束）、铁丝加固全部过程；芦苇方格：放样、芦苇搬运、截断、插埋、踏紧芦苇全部过程；卵砾石护坡：挂线、整平、铺石。

交通部关于完善公路基本建设工程概算预算编制办法有关内容的通知文章属性•【制定机关】交通部(已撤销)•【公布日期】2005.06.06•【文号】交公路发[2005]230号•【施行日期】2005.06.06•【效力等级】部门规范性文件•【时效性】失效•【主题分类】公路,预算、决算,财务制度正文*注：本篇法规已被：交通运输部关于公布交通运输部规章和规范性文件清理结果的通知（发布日期：2012年2月6日，实施日期：2012年2月6日）废止交通部关于完善公路基本建设工程概算预算编制办法有关内容的通知（交公路发[2005]230号2005年6月6日）现行《公路基本建设工程概算、预算编制办法》（交公路发［1996］612号，以下简称《办法》）、《公路基本建设工程交通工程概（预）算编制的规定》（公设技字[2000]285号）、《公路工程概算定额》和《公路工程预算定额》（交工发［1992］65号）、《公路工程机械台班费用定额》（交公路发［1996］610号）等法规颁布执行以来，为控制工程造价起到了重要作用。

但随着市场经济体制的逐步完善和国家经济的快速发展，公路投资的多元化及建设新技术、新材料、新工艺的大量采用，现行的工程造价管理规章制度已不适应发展的需要。

为适应投资体制改革的新形势，我部拟对现行办法及定额进行修订。

由于修订工作量大、内容繁杂，需进行大量的调研和测算工作，为尽快适应工程建设管理要求，在修订的办法等法规正式颁布前先对有关内容提出完善意见，请各地按通知要求结合工程实际参照执行。

一、建设项目管理费建设项目管理费（《办法》中的建设单位管理费），包括建设单位（业主）管理费、工程质量监督费、工程监理费、工程定额测定费和设计文件审查费。

（一）建设单位（业主）管理费建设单位（业主）管理费系指建设单位（业主）为建设项目的立项、筹建、建设、竣（交）工验收、总结等工作所发生的费用。

不包括应计入设备、材料预算价格的建设单位采购及保管设备、材料所需的费用。

公路工程预算补充定额公路工程预算补充定额二OO六年十二月公路工程预算补充定额目录一．路基工程······················································································1-1现浇混凝土边沟····························································································1-2 混凝土预制块边沟 ························································································1-3 路基注浆加固 ······························································································1-4 防沙固沙 ····································································································1-5 盐渍土路基隔断层 ························································································1-6-1 渗沟及排水管的填碎石 ··············································································1-6-2 渗沟及排水管的防水型土工布铺设·······························································1-6-3 渗沟及排水管的透水型土工布铺设·······························································1-6-4 渗沟及排水管的PVC管安装φ300mm···························································1-6-5 渗沟及排水管的PVC管安装φ200mm···························································1-6-6 渗沟及排水管的PVC管安装φ100mm···························································1-6-7 渗沟及排水管的PVC管安装φ50mm ····························································1-7-1 路基填土掺石灰含量5%拌和机拌和 ·····························································1-7-2 路基填土掺石灰含量5%拖拉机带铧拌和 ·······················································1-7-3 掺石灰每增减1% ·····················································································1-7-4 路基填土掺水泥含量3%拌和机拌和 ·····························································1-7-5 路基填土掺水泥含量3%拖拉机带铧犁拌和 ····················································1-8-6 掺水泥每增减1% ·····················································································1-9-1 铺设土工格栅···························································································1-10-1水泥粉喷搅拌桩孔深10m以内，桩径φ50cm水泥含量15% ·······························1-10-2 水泥粉喷搅拌桩孔深10m以内，桩径φ50cm，水泥含量20% ·····························1-10-3 水泥粉喷搅拌桩孔深10m以内，桩径φ50cm水泥含量25% ····························1-10-4 水泥粉喷搅拌桩孔深10m以内，桩径φ50cm复拌每增10m ·····························1-11 路基注浆加固··························································································1-12洒水汽车运水 ·····························································································1-13土工格栅防护 ·····························································································1-14粉煤灰路基压实 ··························································································1-15水泥搅拌桩 ································································································1-16混凝土预制块边沟 ·······················································································1-17 3:7 灰土基础 ··························································································1-18 水泥粉喷搅拌桩··························································································1-19-1机械碾压粉煤灰路基··················································································1-19-2机械碾压填砂路基·····················································································二．路面工程······················································································2-1-1 混凝土预制块路缘石预制············································································2-1-2 混凝土预制块路缘石安装············································································2-2-1级配砂砾路面垫层 ······················································································2-2-2级配砾石掺石基层 ······················································································2-3 乳化沥青透层·····························································································2-4-1 挖除混凝土路面板人工破碎混凝土································································2-4-2 挖除混凝土路面板凿岩机破碎混凝土·····························································2-4-3 挖除混凝土路面板破碎机破碎混凝土·····························································2-4-4 挖除混凝土路面板破碎机破碎钢筋混凝土·······················································2-4-5 挖路缘石·································································································2-5-1 水泥混凝土路面初期保护 ············································································2-5-2 水泥混凝土路面养生麻袋 ············································································2-5-3 水泥混凝土路面养生保湿膜 ·········································································公路工程预算补充定额2-6-1 滑模摊铺机铺筑第一个1km路面厚20cm ························································2-3-2 滑模摊铺机铺筑第一个1km每增减1cm ··························································2-3-4 滑模摊铺机铺筑每增运1km每增减1cm ··························································2-4-1 沥青玛蹄脂碎石混合料拌和设备拌和（SMA路面） ········································2-4-2 沥青玛蹄脂碎石混合料铺筑 ·········································································2-5 手摆片石基层 ······························································································2-6-1 改性沥青混凝土拌和预算定额·····································································2-6-2自卸汽车运输沥青混合料 ·············································································2-6-3 改性沥青混凝土摊铺碾压预算定额 ································································2-7 200t/h沥青混合料拌和设备拌和 ···································································2-8沥青混凝土路面现场热再生预算定额（试行）·····················································2-9基层混合料机械铺筑······················································································2-10热熔标线 ···································································································2-11高性能土壤固化剂路面基层 ···········································································三．隧道工程······················································································3-1 隧道中空锚杆预算定额 ··················································································3-2 隧道防水卷材 ······························································································3-3隧道混凝土台车衬砌······················································································3-4隧道大管棚支护····························································································3-5 隧道大管棚注浆支护 ·····················································································四．桥梁工程······················································································4-1现浇桥头搭板·······························································································4-2抽水机抽水··································································································4-3-1 现浇混凝土桥头搭板 ·················································································4-3-2 现浇混凝土枕梁 ·······················································································4-3-3 桥头搭板钢筋 ··························································································4-4 先张法张拉钢绞线预算定额 ·········································································4-5 钢管拱桥拱肋吊装补充预算定额···································································4-6 钢管拱桥拱肋砼灌注 ··················································································4-7灌注桩检测管制作安装···················································································4-8-1 毛勒伸缩缝·······························································································4-8-2 TST伸缩缝 ···························································································4-8-3 TST碎石桥梁伸缩缝 ···············································································4-9 灌注桩检测管制作安装 ················································································4-10 纵向涵管安装(D=50cm) ·············································································4-11混凝土简易蒸汽养生 ····················································································五．防护工程······················································································5-1 岩面注浆单液浆 ··························································································5-2 岩面注浆双液浆 ··························································································5-3 边坡锚喷防护预算定额 ················································································5-4 喷射混凝土支护 ···························································································5-5石板镶面·····································································································六．其他工程及沿线设施 ······································································6-1防眩板········································································································6-2 热熔标线 ····································································································6-3-1 打入式立柱路基土质Ⅲ类以下 ····································································6-3-2 打入式立柱路基土质Ⅳ类以 ·······································································上6-3-3 抽换式立柱基础混凝土 ·········································································6-3-4 抽换式立柱基础钢筋 ················································································。

公路工程预算定额总说明一、【说明原文】《公路工程预算定额》(JTG/T B06-02——2007)（以下简称本定额）是全国公路专业定额。

他是编制施工图预算的依据，也是编制工程概算定额（指标）的基础，适用于公路基本建设新建、改建工程，不适用于独立核算执行产品出厂价格的构建厂生产的构配件。

对于公路养护的大、中修工程，可参考使用。

【说明理解】《公路工程预算定额》是公路工程全国统一定额，是编制施工图预算的依据，是工程消耗的工、料、机的依据。

它适用于公路基本建设新建、改建工程，公路养护的大、中修工程，可参考使用。

不适用于独立核算执行产品出厂价格的构建厂生产的构配件。

二、【说明原文】本定额是以人工、材料、机械台班消耗量表现的工程预算定额。

编制预算时，其人工费、材料费、机械使用费，应按《公路工程基本建设项目概算预算编制办法》（JTG B06—2007）的规定计算。

【说明理解】预算定额中的消耗是以量的形式表现出来，即定额规定了工、料、机的消耗量，结合工、料、机的预算价格依据《公路工程基本建设项目概算预算编制办法》可以计算出人工费、材料费、机械使用费。

三、【说明原文】本定额包括：路基工程、路面工程、隧道工程、桥涵工程、防护工程、交通工程及沿线设施、临时工程、材料采集及加工、材料运输共九章及附录。

【说明理解】本条说明概括了预算定额所包含的工程范围，共九章及附录。

附录中包括了路面材料计算的基本数据、基本定额、材料的周转与摊销、人工、材料代号及人工、材料、本成品单位质量、损耗、基价等内容。

四、【说明原文】本定额是按照合理的施工组织和一般正常的施工条件编制的。

定额中所采用的施工方法和工程质量标准，是根据国家现行的公路工程施工技术及验收规范、质量评定标准及安全操作规程取定的，除定额中规定允许换算外，均不得因具体工程的施工组织、操作方法和材料消耗与定额的规定不同而变更定额。

【说明理解】定额不仅仅规定了工、料、机的消耗数量，而是在满足一定质量和安全要求下的完成工程所消耗的工、料、机数量，因此不符合质量要求或不满足安全要求而多发生的消耗一律不包括在定额内。

公路工程预算补充定额培训资料1. 简介本资料旨在介绍公路工程预算补充定额的相关内容，包括定额分类、编制要点、计算方法等，旨在提升公路工程预算编制人员的专业能力和水平。

2. 定额分类公路工程预算补充定额按照不同的工程类型和工程量划分为多个分类，常见的定额分类有：2.1 施工定额施工定额是指按照一定的工程量单位（如单位长度、单位面积等）编制的施工项目所需的人工、材料、机械设备等资源消耗的标准。

施工定额主要包括道路表面工程、路基工程、桥涵工程等项目。

2.2 设备定额设备定额是指公路工程中常用的机械设备在不同工作条件下的工作效率、资源消耗等方面的标准。

设备定额主要包括挖掘机、压路机、混凝土搅拌站等设备。

2.3 施工劳务定额施工劳务定额是指在公路工程施工过程中各种劳务人员在不同工作环境下的工作效率、工时等方面的标准。

施工劳务定额主要包括工程技术人员、操作工人等。

3. 定额编制要点在编制公路工程预算补充定额时，需要遵循以下要点：3.1 按照工程需求确定定额项目首先需要根据实际工程的需求，确定需要编制的定额项目。

根据不同的工程类型和工程量，选择相应的定额分类进行编制。

3.2 根据规范标准确定定额数值在编制定额时，需要参考相关规范和标准，确定定额的数值。

这涉及到工程项目的设计要求、材料标准、工艺要求等方面的考虑。

3.3 考虑资源消耗和单位工程量在编制定额时，还需要考虑资源的消耗和单位工程量。

根据实际施工的情况，合理估计各项资源的消耗，并将其转化为单位工程量的指标。

3.4 审查和修订定额内容编制定额后，还需要进行审查和修订，确保定额内容完整、准确。

在审查过程中，需要对各项指标进行合理性和可行性的评估，修订不合理的内容。

在公路工程预算补充定额的编制过程中，需要使用一定的计算方法。

常见的定额计算方法包括以下几种：4.1 单位量法单位量法是指根据工程的设计要求，对每个单位工程量所需的资源消耗进行计算。

根据不同的资源消耗，可以得到每个单位工程量的定额数值。

总说明一、《公路工程预算定额》（以下简称本定额）是全国公路专业定额。

它是编制施工图预算的依据；也是编制工程概算定额（指标）的基础，适用于公路基本建设新建、改建工程，不适用于独立核算执行产品出厂价格的构件厂生产的构配件。

对于公路养护的大、中修工程，可参考使用。

二、本定额是以人工、材料、机械台班消耗量表现的工程预算定额。

编制预算时，其人工费、材料费、机械使用费，应按《公路基本建设工程概算、预算编制办法》的规定计算。

三、本定额包括路基工程、路面工程、隧道工程、桥涵工程、防护工程、交通工程及沿线设施、临时工程、材料采集及加工、材料运输共九章及附录。

四、本定额是按照合理的施工组织和一般正常的施工条件编制的。

定额中所采用的施工方法和工程质量标准，是根据国家现行的公路工程施工技术及验收规范、质量评定标准及安全操作规程取定的，除定额中规定允许换算者外，均不得因具体工程的施工组织、操作方法和材料消耗与定额规定不同而变更定额。

五、本定额除潜水工作每工日六小时，隧道工作每工日七小时外，其余均按每工日八小时计算。

六、定额中的工程内容，均包括定额项目的全部施工过程。

定额内除扼要说明施工的主要操作工序外，均包括准备与结束、场内操作范围内的水平与垂直运输、材料工地小搬运、辅助和零星用工、工具及机械小修、场地清理等工程内容。

七、本定额中的材料消耗量系按现行材料标准的合格料和标准规格料计算的。

定额内材料、成品、半成品均已包括场内运输及操作损耗，编制预算时，不得另行增加。

其场外运输损耗、仓库保管损耗应在材料预算价格内考虑。

八、本定额中周转性的材料、模板、支撑、脚手杆、脚手板和挡土板等的数量，已考虑了材料的正常周转次数并计入定额内。

其中就地浇筑钢筋混凝土梁用的支架及拱圈用的拱盔、支架，如确因施工安排达不到规定的周转次数时，可根据具体情况进行换算并按规定计算回收，其余工程一般不予抽换。

九、定额中列有的混凝土、砂浆的强度等级和用量，其材料用量已按附录中配合比表规定的数量列入定额，不得重算。