助理工程师职称评定

助理工程师职称评定 关于报送2011年度建设工程初、中级专业技术资格评审材料的通知(苏建职称〔2011〕4号) 【信息时间: 2011/5/26 阅读次数: 11048 】【我要打印】【关闭】 关于报送2011年度建设工程初、中级 专业技术资格评审材料的通知 各有关单位: 根据今年建设工程职称评审工作～拟于11月召开江苏省建设专业中级资格评审委员会考评会议～评审技术员、助理工程师,建筑师、城市规划师,、工程师,建筑师、城市规划师,资格。为了做好本年度的评审工作～现将有关事项通知如下: 一、申报对象 在我省从事建设专业技术工作～符合《江苏省建设专业技术员资格条件,试行,》、《江苏省建设专业助理工程师、助理建筑师、助理城市规划师资格条件,试行,》、《江苏省建设工程工程师、建筑师、城市规划师资格条件,试行,》,苏职称„2010?9号,要求的专业学历、技术资历和职称资格条件的人员。 than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution 二、申报和评审条件 ,一,初级资格申报和评审条件 初级资格的申报和评审条件详见《江苏省建设专业技术员资格条件,试行,》、《江苏省建设专业助理工程师、助理建筑师、助理城市规划师资格条件,试行,》文中的规定。 ,二,中级资格申报和评审条件 中级资格的申报和评审条件详见《江苏省建设工程工程师、建筑师、城市规划师资格条件,试行,》,苏职称„2010?9号,文中的规定。 ,三,资格条件下载 中、初级资格条件下载可在江苏省建设厅网 (www.jscin.gov.cn),执业注册,职称评审栏目或江苏建设人才网,www.jschr.gov.cn,职称评审栏目下载。 三、报送材料内容及要求 ,一,省有关厅局,集团、总公司,职称办出具的委托评审函1份～社会其他人员申报由档案所在部门出具委托评审函1份。 ,二,《专业技术资格评审申报表》,省职称办印制,一式3份。此表根据存档要求～应为16开纸张手写～在填写时若另附页～必须装订在表中～并加盖单位,人事部门,印章～以免审核过程遗失而影响评审。 ,三,《江苏省申报建设专业初、中级资格人员情况简介than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution 表》一式20份～用A3纸打印。 ,四,《江苏省申报建设专业初、中级资格人员情况一览表》1份～用A3纸打印。 ,五,任现职以来的工作总结。一般应能反映本人任现职以来的工作情况、技术学术水平、工作能力。包括个人简历,参加过何种再教育,培训、进修、学习,及目前的学识水平,主要工作业绩及奖励情况,论文、论著、译著等作品情况,申报理由～说明符合“苏职称„2010?9号”文中的哪些条款等。 ,六,反映主要业绩的专业技术工作报告、学术报告、成果证件、证明及辅助证明材料,包括获奖证书、专利证书、任命文件、协议、竣工验收单、图纸以及公开发表的论文、成果鉴定证书等,。科研立项课题～应提交立项申请表、阶段性进行情况报告书,含主管部门组织的3位以上同行专家的审查和鉴定意见,。 ,七,专业技术论文或专,编、译,著原件及复印件。复印件应含封面、目录、前言、有关编审人员的说明、出版刊号～以及申报人参与编写章节的全文。 ,八,申报中级职称需提供省专业技术人员《信息化素质培训考核合格证》～或职称计算机有效成绩证明～或计算机专业大专学历,含以上,证书。职称计算机成绩长期有效。 ,九,学历证书、学位证书、专业技术资格证书的原件than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution 及复印件。 ,十,《继续教育证书》原件及复印件、参加继续教育的有效证明材料～平均每年参加继续教育不少于40学时～可以累计计算。 ,十一,已实施执业资格考试制度管理的专业～需提交执业资格证书及注册登记证书原件及复印件。 四、评审材料报送时间 2011年10月10日至10月14日～为材料报送时间～逾期不予受理。请各有关单位尽早布臵～并做好材料报送前的各项准备工作。报送时将申报人员汇总表、电子文档、申报材料、照片、评审费用一并报送。联系地址:南京市草场门大街101号文荟大厦5楼5103室～联系电话。 五、注意事项 ,一,申报人员学历资历、工作经历年限计算、业绩成果、论文等材料均截止到2010年12月31日。凡职称计算机应用能力不符合要求的不予申报。 ,二,个人申报材料须经所在单位或人事代理机构或代为管理部门核实并加盖公章。申报、核实过程中～要做到申报名单公开～业绩成果公开～考核结果公开～在本单位公示～接受群众监督。 ,三,报送的材料除个人在工作总结中详细阐述外～还必须有充分的证据,单位证明、文稿、获奖证书以及有关旁than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution 证等,。对设计图纸一般只需附图签～但要能够表明项目名称、规模、日期以及申报者在该项目中的作用、地位等。 ,四,个人所承担项目,课题、工作,的规模,重要性,以及在其中所起的作用,效果,～必须附文件、单位证明、施工组织设计等材料,该项目,课题,阶段性报告、鉴定报告,获奖证明,获奖文、奖励证书、奖状,或取得效益,如节省材料、获得经济效益、缩短工期等,、效果的证明,有关提出合理化建议、采取某些措施～从而确保了质量,施工质量、质量等,的证明,发明专利、实用新型专利的证书以及专利实施单位有关取得经济效益的证明等。 ,五,已经离、退休的专业技术人员～现仍从事专业技术工作～须提供用人单位聘用合同。 ,六,《专业技术资格评审申报表》中所填内容应与一览表、简介表中保持一致～报送材料内容要与申报评审专业,学科,一致。报送材料中除本通知第三项中,一,、,二,、,三,、,四,项外～其它材料均须按目录顺序装订成册～封面须有目录和页码～涉及书写内容～字迹要清晰。 ,七,申报者请附近期一寸免冠照片1张～照片背面用圆珠笔写上单位、姓名、性别,勿污损,。照片由各单位收齐后统一交省建设工程系列职称办。 ,八,上年度申报评审未获通过者～其工作业绩、业务水平没有明显改善的～原则上今年不得重复申报。 than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution ,九,各单位要严格按照有关规定～认真做好评审材料的审查工作～对提供的复印件应当由审核人签字并加盖审核人所在单位公章方为有效。学历、资历、职称计算机应用能力应符合《资格条件,试行,》的有关要求～凡不符合要求的申报材料、申报手续不完备～我办不予受理。 ,十,对伪造学历、资历～剽窃他人成果等弄虚作假者～将根据有关规定作延迟4年以上申报处理。 六、收费 根据江苏省物价局、江苏省财政厅《关于同意调整专业技术资格评审收费标准的复函》,苏价费函„2002?62号、苏财综„2002?61号,文件精神～每人收取评审费200元、面试答辩及论文鉴定费100元～共300元。请各有关单位在报送评审材料时一并交纳相关费用。 单位名称:江苏省建设厅执业资格注册中心 附件: 1(《江苏省申报建设专业初、中级资格人员情况简介表》, 2(《江苏省申报建设专业初、中级资格人员情况一览表》, 3(申报建设专业初、中级资格材料目录。 than 6 months, high early strength cement up to 1 month, and bagged the stacking height of no more than 15 bags of cement. (2) water 1) can be used where suitable for drinking water, untreated industrial waste water cannot be used. 2) water used in mixing the substances contained cannot affect the workability and strength and growth and cause corrosion of steel and concrete. 3) water PH value, insoluble and soluble sulfides, chlorides, phosphates, provisions consistent with the following table of contents. Content limits table entry of prestressed concrete concrete concrete insoluble matter in PH value >4 >4 >4 mg/L <2000 <2000 <5000 mg/L <2000 <5000 <10000 chloride soluble matter (measured in CL-) mg/L <500 <1200 <3500 sulfate (SO2-4 dollars) mg/L <600 <2700 <2700 sulfide (S2-dollars) mg/L <100--------(3) Aggregate 1) aggregates of different material diameter piled up, respectively, do not mix with each other and mixed with the soil; when loading and unloading, size coarse aggregate net fall of greater than 40mm less than 3M, and avoid serious aggregate crushing. 2) fine aggregate fineness modulus should be controlled in the ... Maximum water/cement ratio concrete parameter of concrete water/cement ratio the maximum allowable value, above the water level downstream (outside of the dam) 0.65, downstream water level change (outside of the dam) 0.55 minimum level of upstream and downstream (outside of the dam) 0.50 0.60 0.70 0.60 basis subject to water erosion parts (3) large-volume buildings within concrete of minimum amount of cementitious material test results submitted to the engineer. According to the characteristics of the buildings, steel content, method of transport, pouring concrete, and climatic conditions, as far as possible small slump. (4) this standard concrete collapse degrees according to Xia table selected collapse degrees parameter table buildings of nature standard round collapse degrees (cm) hydraulic pigment concrete or less reinforced concrete 3~5 distribution reinforced rate not over 1% of reinforced concrete 5~7 distribution