升降机 施工升降机 设备维修改造服务 升降机安装调试费招标公告(2024)



设备物资名称
设备物资说明
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施工升降机 ≤75m
物资名称:升降机 SC400/0.6 TA2202431807;SAP询价单:1000022660
2.0


设备维修改造服务
物资名称:升降机安装调试费;SAP询价单:1000022660
2.0


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姓名(职务)/梁燕
公司(部门)/供应链管理部 采购中心
电话/TEL:86-021-31193461
邮箱地址/Email:liangyan@zpmc.com
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ZPMG机械设计研究院升降机询价单/申购单升降机询价单/申购单询价单/采购单编号:21#技术协议文档编号:物资编码:编号/工号项目信息1002001281项目信息1002001281项目信息1002001281项目名称AGL科特迪瓦阿比让2台岸桥AGL科特迪瓦阿比让2台岸桥AGL科特迪瓦阿比让2台岸桥台数222选择项数量无无无是否增订项目否否否要求交机时间2026/2/282026/2/282026/2/28开工日期2024/7/22设计系列号D21-361A机型岸桥有无互换要求否信息及要求用途申购申购日期2024/8/162024/8/162024/8/162024/8/16每台配套数量11项目总数量2222产地标书要求标书无要求√品牌ZPMCZPMC申购件名称升降机升降机升降机升降机型号最晚报价时间2024/8/312024/8/31保用期交机后2年,发运后3年交机后2年,发运后3年交机后2年,发运后3年交机后2年,发运后3年要求交货期具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。具体时间请物资部与生产管控中心商定,应赶上总装进度。特别声明供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。供应商所报价格必须以符合ZPMC采购要求和技术规格书为基础,如有偏差,必须特别列出并征得ZPMC同意,否则作为自动默认。如果需要ZPMC确认图纸,必须不影响原定的交货期。ZPMC的确认,不解除卖方按照ZPMC采购要求、技术规格书、项目当地规范和安全认证要求供货的责任。机械主管姓名刘晓东刘晓东021-31192332021-31192332liuxiaodong@zpmc.comliuxiaodong@zpmc.comliuxiaodong@zpmc.com电气主管姓名孙五益孙五益1580186847815801868478sunwuyi@zpmc.comsunwuyi@zpmc.comsunwuyi@zpmc.com所在部件名称电梯布置电梯布置所在部件图号D21-361A5100D21-361A5100D21-361A5100D21-361A5100环境温度+15℃~+45℃标书环境要求信息相对湿度98%98%环境温度太阳直射下标书无要求环境气候条件防腐蚀和盐雾防腐蚀和盐雾风速工作风速100km/h;工作风速100km/h;其它无风速离地10米非工作风42m/s;非工作时电梯须停在底层站。离地10米非工作风42m/s;非工作时电梯须停在底层站。离地10米非工作风42m/s;非工作时电梯须停在底层站。离地10米非工作风42m/s;非工作时电梯须停在底层站。标准认证要求机械标准EN机械认证CE电气标准IEC电气认证CE其它1.需要符合项目当地规范及安全认证要求,并提供安全认证证书。2.应用于中国的产品,需提供满足中国特检所要求的安全保护装置型式试验合格证,以及3C认证证书。1.需要符合项目当地规范及安全认证要求,并提供安全认证证书。2.应用于中国的产品,需提供满足中国特检所要求的安全保护装置型式试验合格证,以及3C认证证书。1.需要符合项目当地规范及安全认证要求,并提供安全认证证书。2.应用于中国的产品,需提供满足中国特检所要求的安全保护装置型式试验合格证,以及3C认证证书。编号:21-SG-021A11/6ZPMG机械设计研究院、ZPMC机械设计研究院升降机询价单/申购单油漆、热浸锌要求油漆颜色公共要求按厂家标准主否;标书要求5.5.2.3公共要求按厂家标准主否;标书要求5.5.2.3公共要求按厂家标准主否;标书要求5.5.2.3公共要求按厂家标准主否;标书要求5.5.2.3油漆、热浸锌要求热浸锌要求5.5.2.1.35.5.2.1.35.5.2.1.35.5.2.1.3油漆、热浸锌要求油漆品牌International热浸锌保用期交机后6年交机后6年油漆、热浸锌要求油漆保用期10年油漆应符合标书要求,并符合当地规范及环保要求。10年油漆应符合标书要求,并符合当地规范及环保要求。10年油漆应符合标书要求,并符合当地规范及环保要求。10年油漆应符合标书要求,并符合当地规范及环保要求。螺栓要求直径小于等于12mm不锈钢316;直径大于12mm热浸锌直径小于等于12mm不锈钢316;直径大于12mm热浸锌直径小于等于12mm不锈钢316;直径大于12mm热浸锌直径小于等于12mm不锈钢316;直径大于12mm热浸锌直径小于等于12mm不锈钢316;直径大于12mm热浸锌噪音要求噪音要求不高于85dB(A)噪音要求不高于85dB(A)附标书要求无无油嘴要求油嘴形式:平头油嘴油嘴形式:平头油嘴螺纹尺寸G1/4G1/4油嘴要求油嘴材质:黄铜油嘴材质:黄铜油嘴标准DIN3404DIN3404轴承要求按厂家标准按厂家标准按厂家标准按厂家标准按厂家标准提供资料要求1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是提供资料要求1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是1.合同签订1周内须提供总布置图、外形安装图、电气原理图、三维模型图等(包括CAD电子版本),提供三维模型图软件种类及版本。2.合同签订1月内须提供6套书面及2套电子版本(CD-ROM)的所有交机资料。3.提供资料采用英文+法文4.提供资料包含图纸、备件清单、安装、维修手册、试验报告等内容。5.操作手册、警示铭牌采用:英文是:用户当地语言是主要参数性能要求机械部分要求1驱动形式:齿轮齿条式:钢丝绳牵引式;其它2额定载荷:400Kg;3速度:36m/min;4提升高度:41m;5停层站数:4停层依次分别为:登机:联系梁;司机室;机房6轿箱内部尺寸:1000x10007轿厢材质:不锈钢;热浸锌:铝合金:润滑油/脂1普通矿物油是2特殊严寒地区需特殊考虑,采用;3减速箱是否含润滑油圆;润滑油品牌润滑油型号;润滑油用量外形及安装要求1升降机开门方向:正开2升降机安装位置:面海右侧陆侧立柱3安装要求:按厂家标准/样本,厂家提供安装尺寸图√按附图特别定制(附附图)4桥吊是否升降大梁发运:否电气部分要求1绝缘等级F级,温升F级电机防护等级IP温控小55;能效;加热器温控小V12接线盒多余的进线孔需配置带密封圈的金属闷头,拧紧编号:21-SG-021A12/6ZPMG机械设计研究院、ZPMC机械设计研究院升降机询价单/申购单主性能参数要求1电压:控制电压:AC230V;1相50Hz;DC24V;50Hz;50Hz;50Hz;DC24V;50Hz;50Hz;主性能参数要求主电源要求:AC400V;3相50Hz;DC24V;50Hz;50Hz;主性能参数要求辅助电源要求:AC230V;1]相50Hz;DC24V;50Hz;50Hz;控制柜、电气元件及工艺;1变频器品牌:供应商标准11同整机SIEMENSSIEMENSCE认证;见标书要求;见标书要求;CE认证弹簧端子,双层端子排禁用同1002001099所有电气元件必须有根据原理图的永久性的设备标识代号LED;TypeF;屏内带加热器与温控,只有接线端子的接线箱可以除外。电缆最小截面要求:动力线2.5mm²,控制线1.5mm²,数据线0.5mm²见标书要求6平方以下应先上接线端子,再上元件(通讯线可以除外)控制柜、电气元件及工艺2PLC品牌:供应商标准:同整机SIEMENSSIEMENSCE认证;见标书要求;见标书要求;CE认证弹簧端子,双层端子排禁用同1002001099所有电气元件必须有根据原理图的永久性的设备标识代号LED;TypeF;屏内带加热器与温控,只有接线端子的接线箱可以除外。电缆最小截面要求:动力线2.5mm²,控制线1.5mm²,数据线0.5mm²见标书要求6平方以下应先上接线端子,再上元件(通讯线可以除外)2控制方式:控制柜控制箱内安装文件篮,存放塑封图纸3控制箱配置电源总开关、相序保护器如果采用变频,需配进线滤波电抗器控制箱材质:316L不锈钢,带漏水孔柜内元器件品牌要求:项目特殊要求供应商标准;柜内接线原理号标识材料:项目特殊要求供应商标准柜内元器件代号标识材料:项目特殊要求供应商标准柜内端子品牌:项目特殊要求供应商标准柜内端子形式:项目特殊要求供应商标准:端子备用要求:10%,同样适用于接线箱;柜内元器件铜接头型式:项目特殊要求供应商标准;柜体尺寸要求:项目特殊要求供应商标准:柜体名牌名称及代号标识:项目特殊要求供应商标准控制柜内照明灯与插座要求:无要求带柜内照明灯,照明灯型号带柜内插座,插座型号柜内其它:项目特殊要求供应商标准柜内电缆线色标:三相电源/动力线:黑单相交流动力线:黑,浅蓝单相交流控制线:红,浅蓝直流电源线:棕,深蓝其它特殊色标要求:见标书要求编号:21-SG-021A13/6ZPMG机械设计研究院、ZPMC机械设计研究院升降机询价单/申购单控制柜、电气元件及工艺4原理图形式:项目特殊要求供应商标准5限位传感器:项目特殊要求供应商标准限位品牌:同1002001099配重量传感器,品牌:同1002001099变频驱动配编码器,品牌:同10020010996电缆:固定敷设:CJV/DACE认证活动敷设:CEFR/DACE认证随行电缆:CE认证为电话通信系统预留2芯2.5mm²芯屏蔽双绞线备用要求:控制线:10%,拖令控制线:10%,通讯线:10%最小截面要求:同控制屏内,单独指定:动力线2.5mm²,控制线1.5mm²,数据线0.5mm²7施工材料:电线管:热浸锌√油漆,颜色:紧固材料:316不锈钢电缆槽:316L不锈钢油漆,颜色:托架:热浸锌油漆,颜色:接线盒内进线方式:接线端子8工艺要求:布线方式开放式9升降机轿箱内用于起重机内部通讯的电话(ZPMC提供,现场安装)有:没有[:如果有,需升降机厂家为电话提供随行与轿箱内电缆:信号电缆,电源电缆图:对于符合当地国家或地区安全规范或升降机行业特种要求的电话、通讯系统由升降机厂家负责。10其它需升降机厂家单独提供随行与电缆轿箱内电缆(或芯线)的设备11电缆与芯线,要求有标识,与电气原理图一致。12轿箱内要安装插座(ZPMC提供),需要厂家提供电源及安装位置,插座回路要求30mA漏电开关。13要求提供出口指示灯安装位置,并提供电源(指示灯ZPMC提供)。14故障信号需要连接至主PLC系统,厂家需要留好控制电缆。要求:15起重机入口升降机声光报警,UPS后备时间分钟16插座:符合TypeF国标准17铭牌及界面语言:法语编号:21-SG-021A14/6ZPMG机械设计研究院、ZPMG机械设计研究院升降机询价单/申购单电气图纸、文件1图纸内容,至少包括:原理图、接线表、布置图、操作说明书、维护手册,驱动器参数表21900/1/26、1900/1/19、11900/1/26前分别提供初步安装板尺寸与重量、接口功率、1/0表,1900/2/2、1900/1/26、1900/2/2前分别提供最终版;1900/2/9前提供最终原理图;3资料数量、语言同机械要求附属件或附属功能要求1CO灭火器;数量:2留有外部大风报警信号接口,当信号进来时,停层后停止运行3配计时器,绝缘检测,相序检测4轿厢5分钟无动作,自动回到底层5提供12VDC的UPS电源接口,后备时间1小时,并提供插座6操作手册,警示铭牌采用法语7控制箱上电梯紧停增加标签"ARRETDURGENCEPOURASCENSEURUNIQUEMENT8.电梯紧停动作,可以在轿厢内重新启动,相关步骤粘贴在轿厢内通用要求其它要求1要求符合标书及当地标准。2升降机须全自动控制,自动减速,准确停靠各层站。3升降机应配备:逃生用直梯、手动释放下降装置。4供货范围除升降机轿箱外,还需包括4套厅站保护框(每套有3边,其中一边带门)、1套底座保护框(3边)、足够的标准节、电气控制系统及电气元件(除轿箱电话、安装在门腿内的升降机的井道照明由ZPMC提供(升降机厂提供安装空间并布好电缆))等。其它要求1提供备件及易损件清单。2提供接线部件的详细位置及定位尺寸。3保用期为整机交机后2年,保用期内供应商应备有易损件,且对设备在保用期内损坏而影响生产负责。4调试要求:5其它要求要满足标书所附要求:2.7;3.6;4.9.1;5.5;6运输时,必须安装完好,有好的防护,不得生锈和损坏。7提供用户当地服务报价,作为选择项报价。8在用户码头的调试时间和进度不得影响到桥吊整机的调试和交机。交货期、交货地要求具体交货时间、交货地点要求请物资部与生产管控中心商定,应赶上项目总装进度。特殊要求编号:21-SG-021A15/6ZPMG机械设计研究院、ZPMG机械设计研究院升降机询价单/申购单询价人/申购人(机械)询价人/申购人(机械)刘脱东脱东脱东校对(机械)趙水新趙水新日期日期2024-8-162024-8-162024-8-16日期2024.08.162024.08.16询价人/申购人询价人/申购人孙五益孙五益孙五益孙五益校对(电气)日期(电气)日期(电气)日期审核批准签收日期2024.8.212024.8.212024.8.21日期日期填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。填写此表时请注意:应根据每个项目的标书、技术要求的内容,尽量填写全部内容。凡未选择或填写的部分,均视作无特殊要求,将按常规配备。编号:21-SG-021A16/61002001281科特迪瓦电气通用要求节选DESCRIPTIONOFTHESHIP-TO-SHOREGANTRYCRANESUPPLYCONTRACTThedeliveriesincludedinthiscontract:-TwoSTSdesignedonthebasisof>4McyclesFEMclassification:U9Q2A8)withcharacteristicsdetailedinSTTC-ThreeBrommaspreaderwithcharacteristicsdescribedinSTTCArt6-SpecialtoolsforSTSmaintenanceincludingbeamsandhydraulicjacksforgantrywheeltoseeSTTCArt2.3)-ThedeliveryoftechnicalandoperationaldocumentationinFrenchlanguage,MCUArt7-Thetrainingofthepersonnelresponsibleforoperationandmaintenance,MCUArt10Thetechnicalassistance,thepurposeofwhichistoensureallbreakdownassistance,servicingandtoassistlocalteamformaintenanceoperationsincludingpreventivemaintenanceoperationsforship-to-shoregantrycranes(STS)andspreadersduringtheverificationofregularservice.MCUArt12.6-TwoModelsoftheShipToShoreCranescale1:250.Inordertolimitthepurchaseofnewsparepartsmechanicalandelectricalcomponentsshallbe,asmuchaspossible,identicalwithZPMCSTSorderedforBenininMay2023Thisdisposalcanbeinconflictwiththisseconddisposal:TheContractorundertakestomaintainabusinessrelationshipwiththecomponentsuppliersforatleast10yearsIncaseofconflicttheContractorshallcomebacktoUNICAFtodecideofthebestsolution.OPTIONSOptionl:supplyofspareparts,basedonthelistrecommendedbytheContractorforship-to-shoregantrycraneSTS),assetoutinArticle12.1oftheMCUOption2:Extensionoftechnicalassistance,describedinArticle12.6oftheMCU,thepurposeofwhichistoensureallbreakdownassistance,servicingandmaintenanceoperations,includingpreventivemaintenanceforship-to-shoregantrycranes(STS)andspreaders(Letsguessforonemonthonsiteservicefortwoengineers(onemechanicalandoneelectrical))Option3::Effectivehoistingheightfromtopofwatersiderailtoundersideofspreadertwistlocks:47mandanoiutreachof62mOption4:OvercostforGantrexHingeGuardwillbeproposedforboomjointOption5:supplyandimplementationofadrivingassistanceandaChassisPositioningSystemasdescribedinarticle3.9.1.5oftheSTTCOption6:Supplyandimplementationofalearningcyclebyalasermeasurementandafunction“semiautocycle”asdescribedinarticle3.9.1.6.2oftheSTTCOption7:supplyandimplementationofacomputer-aidedproductionmanagement(CAPM)systemdescribedinarticle4.7.3.2.2oftheSTTCOption8:supplyandcommissioningofasparespreaderforthecontainergantrycrane(STSOption9:supplyandcommissioningofananti-collisiondevicebymeansofSICKradarsontherearofthecranefromLSlegsuptooverallbackoftheSTSasdescribedinSTTCarticle4.1.5.2Option10USOCOMEGearboxesontravellingmotioninplaceofZPMCgearboxesOption11:ChassisPositioningSystemupgradingontwoZPMCSTSdeliveredin2018asonthesenewSTSOption12:SupplyaCPSontwoCargotecSTSdeliveredin2013Page8/1052024/06/24V42.4TheContractorshallberesponsibleforsupplyingspecifictooling,includingjacks,adaptedtoweightofgantrycrane.ELECTRICALPOWERSUPPLYElectricalenergyshallbesuppliedfromanincomingsubstationconnectedtoContractingAuthority’sdistributionsystem.Thevoltagelevelis15kV+/-10%Thefrequencyis50hz+/-5%2.5EXISTINGGANTRYCRANESThereareexistingSTSonABIDJANTERMINAL(toseeSTTCART2.):Thebumpersshallbe1.1mfromtheraillevel.Theelevatorandaccesstowershallbeonrightsideofgantry(fromlandseeingsea)topreventinterferenceswithpreviousSTS.Nevertheless,riskofinterferenceshallbecheckedwithaccesstoweranelevatoronrightsideDimensionalstudiesforbuffersandtheirenergyabsorptioncapacityshallbeconductedtakingintoaccountshockatnominalgantrycranespeed.Likewise,Contractorshallensurecompatibilitywithenvironmentinwhichtheyshallmove(positioningoflightingmasts,fencing,etc.).2.6CONTAINERSThecontainersmayrangefrom20'to45'.A20'tankcontainermayweighasmuchas40T.2.7ENVIRONMENTALCONDITIONSThegantrycraneshallbeconsideredasbeinginstalledataparticularlyexposedsiteandinatropicalmaritimeandindustrialzone(withariskofchemicalpollution).Outdoortemperaturesrangingfrom+15°Cto+45°Cwillbetakenintoaccount.Relativehumiditycanexceed98%.Theaveragevalueretainedwillbe92%at+45°C.Theenvironmentalconditionswillbeconsideredasbeingofamarinetype.Thecontainercraneswithacapacityof83tonnesunderhoist-withaminimumof65tonnesunderspreader-willbedirectlyinstalledonquayofTerminal.Incaseofoverwheelloadsonquay,alimitationforoutreachwith65tunderspreader/83tunderhoistwouldbeintroducedServicesincludedinthesephasesInadditiontoallelectricalandmechanicaldesignwork,calculations,supplies,manufacturing,corrosionprotection,assemblyofcomponents,delivery,commissioningandallconstraintsrelatingtodesign,productionandsupplyofgantrycranes,Contractorshallalsoprovide3heavy-dutyspreadersundertermssetoutinArticlen°6“TECHNICALSPECIFICATIONSFORSEPARATINGTWIN-LIFTSPREADERS”and,ifoption14isselected,aheavy-liftcargobeamwithacapacityof80t.Theoperator’scabinshallbesuppliedbyContractor.ItshallbedesignedandproducedinaccordancewithArticle7:“TECHNICALSPECIFICATIONSFORTHEOPERATOR’SCABIN”.3.1HEADBLOCK,DOCKERBASKETANDPULLEYBLOCKPage10/1052024/06/24,V42.4TheContractorshallberesponsibleforsupplyingspecifictooling,includingjacks,adaptedtoweightofgantrycrane.ELECTRICALPOWERSUPPLYElectricalenergyshallbesuppliedfromanincomingsubstationconnectedtoContractingAuthority’sdistributionsystem.Thevoltagelevelis15kV+/-10%Thefrequencyis50hz+/-5%2.7ENVIRONMENTALCONDITIONSThegantrycraneshallbeconsideredasbeinginstalledataparticularlyexposedsiteandinatropicalmaritimeandindustrial(withzoneriskofchemicalapollution).Outdoortemperaturesrangingfrom+15°Cto+45°Cwillbetakenintoaccount.Relativehumiditycanexceed98%.Theaveragevalueretainedwillbe92%at+45°C.Theenvironmentalconditionswillbeconsideredasbeingofamarinetype.Thevariousmanufacturedelementswillbedimensionedanddesigneddirectlybysuppliers.TheContractor’sattentionisdrawntofactthatallcomponentsmountedonoutsidegantrycrane(lift,reel,cablechain,etc.)andsubjectedtoeffectswindshalltakeaccountexposuretowinds42m/s.TheContractorshallensurethatconditionsusethesemanufacturedelementsarethoroughlydefined.TheContractingAuthoritywillsignvariousdesigncalculations.3.5.1.7.4ReductiongearcalculationsTheContractorshallprovidedetaileddrawingsissuedbygearboxmanufacturer.Adesigncoefficient1.75willbeconsideredforhoisting,1.75forluffing,2.5fortrolleytraveland1.75forgantrytravel.TheContractorwillprovidebriefcalculationstoindicatevaluepermissibletorque/appliedtorqueratioandloadsappliedtovariouscomponents.TheContractorwillprovideinformationrequiredtocheckcalculationssuchasnumberteeth,module,surfacehardness,centredistance,typeteeth,whethertheyarecorrectedornot,anglepressureandcuttingclass.Thebehaviourvariouscomponentsmechanismswillbecheckedfrompointviewyieldstrengthandworkinglife(fatigueandwear).ReductiongearcalculationsmaybeconductedinaccordancewithDIN3990standardprovidedsamedesigncoefficientsaretakenintoaccountincalculationmethod.3.5.1.7.5BrakecalculationsAsafetycoefficient2shallbeappliedtobrakecalculations.FEMruleswillbeappliedforcalculationforwindspeedupto42m/s.Thebrakeswillbecalculatedandcalibratedtonominaltorquerecommendedbythemanufacturer.3.5.2SpreaderclassificationsSpreaderclassificationisdefinedinarticle6,Specialtechnicalspecificationsforseparatingtwin-liftspreaders.3.5.3Heavy-liftcargobeamclassifications3.6Theheavy-liftcargobeam(option14)willbeclassifiedunderU0Q4A2REGULATIONSANDCONFORMITYWITHSTANDARDSThecranesshallbedeliveredwithCElabeljustifyingthatsupplyequipmentcomplyinfullwithregulationsinforceatdateonwithconstructorwasnotifiedcontract.Inparticular,allequipmentshallcomplywithrecommendationsinstandardshereafter.Designandcalculations:FEMsectionI,1987revised1998"Rulesfordesignhoistingappliances”annexedtodocumentFEM1.0043July2000“Recommendationsforcalculationwindloadsoncranestructures”NFEN1993-1-9-December2005andannexeApril2007:“Eurocode3–Calculationsteelstructures-Part1-9:fatigue”NFEN1991-1-4“RulesNV65andannexes.Rulescalculationdefiningeffectssnowandwindonconstructionsandannexes”NFE52-700-April1993“Portequipment–track-mountedorfixedliftingandhandlingappliances–technicalspecifications”Page15/1052024/06/24,V4TheContractor’sattentionisdrawntofactthatallcomponentsmountedonoutsidegantrycrane(lift,reel,cablechain,etc.)andsubjectedtoeffectswindshalltakeaccountexposuretowinds42m/s.TheContractorcanuseAWSstandardforweldingiftheycomplywithstandardsaboveAccess:NFENISO14122-2March2017“Safetyofmachinery–Permanentmeansofaccesstomachinery-Part2:Workingplatformsandwalkways”NFENISO14122-3March2017“Safetyofmachinery--Permanentmeansofaccesstomachinery--Part3:Stairs,stepladdersandguard-rails”NFENISO14122-4March2017“Safetyofmachinery–Permanentmeansofaccesstomachinery-Part4:fixedladders”Hydraulicengineering:NFEN13135March2013“Cranes-Equipment-Part2:non-electrotechnicalequipment”NFISO5781October2016“Hydraulicfluidpower-Pressure-reducingvalves,sequencevalves,unloadingvalves,throttlevalvesandcheckvalves-Mountingsurfaces”Hydraulictransmission–cylindersasperICSstandardsdomain23.100.20N.A.S.163.81992(NorthAmericanstandard)concerningthecontaminationofhydraulicfluidsCorrosionprotection:NFENISO4628Parts1-7March2016“Paintsandvarnishes--Evaluationofdegradationofcoatings--Designationofquantityandsizeofdefects,andofintensityofuniformchanges”.NFENISO12944Parts1-8September1998“Paintsandvarnishes-Corrosionprotectionofsteelstructuresbyprotectivepaintsystems”NFENISO8501-1September2007“Preparationofsteelsubstratesbeforeapplicationofpaintsandrelatedproducts.Visualassessmentofsurfacecleanliness.Rustgradesandpreparationgradesofuncoatedsteelsubstratesandofsteelsubstratesafteroverallremovalofpreviouscoatings+Additionalinformaton:pictorialexamplesofchangeofappearanceofsteelafterapplicationofdifferentabrasives.”NFENISO8503-2,April2012“Preparationofsteelsubstratesbeforeapplicationofpaintsandrelatedproducts–Visualassessmentofsurfacecleanliness-Part2:Preparationgradesofpreviouslycoatedsteelsubstratesafterlocalizedremovalofpreviouscoatings”NFENISO1461–July2009“Hotdipgalvanizedcoatingsonfabricatedironandsteelarticles–Specificationsandtestmethods”NFENISO14713-1to3–June2017“Protectionagainstcorrosionofironandsteelinstructures–Zincandaluminiumcoatings–Guidelines”Electricity:NFC15.100-December2002“lowvoltageelectricalinstallation”NFEN60529-October1992“DegreesofProtectionProvidedbyEnclosures(IPCode)”NFEN60034-1–April2011“Rotatingelectricalmachines–.Part1:Ratingandperformance.”NFEN61439-1–March2012“Low-voltageswitchgearandcontrolgearassemblies-Part1:Type-testedandpartiallytype-testedassemblies”NFEN81346-1(December2009)“Industrialsystems,installationsandequipmentandindustrialproducts-Structuringprinciplesandreferencedesignations-Part1:basicrules”NFEN60204-1-September2006“Safetyofmachinery.Electricalequipmentofmachines.”NFEN60204-2-March2012“Safetyofmachinery.Electricalequipmentofmachines”NFEN60204-11-March2004“Safetyofmachinery.Electricalequipmentofmachines”NFEN60204-32–December2008“Safetyofmachinery.Electricalequipmentofmachines”NFEN60947-5-1-September2004“Low-voltageswitchgearandcontrolgear-Part5-1:Controlcircuitdevicesandswitchingelements-Electromechanicalcontrolcircuitdevices”Page17/1052024/06/24,V4Thevariousmanufacturedelementswillbedimensionedanddesigneddirectlybysuppliers.TheContractor’sattentionisdrawntofactthatallcomponentsmountedonoutsidegantrycrane(lift,reel,cablechain,etc.)andsubjectedtoeffectswindshalltakeaccountexposuretowinds42m/s.TheContractorshallensurethatconditionsusethesemanufacturedelementsarethoroughlydefined.TheContractingAuthoritywillsignvariousdesigncalculations.3.5.1.7.4ReductiongearcalculationsTheContractorshallprovidedetaileddrawingsissuedbygearboxmanufacturer.Adesigncoefficient1.75willbeconsideredforhoisting,1.75forluffing,2.5fortrolleytraveland1.75forgantrytravel.TheContractorwillprovidebriefcalculationstoindicatevaluepermissibletorque/appliedtorqueratioandloadsappliedtovariouscomponents.TheContractorwillprovideinformationrequiredtocheckcalculationssuchasnumberteeth,module,surfacehardness,centredistance,typeteeth,whethertheyarecorrectedornot,anglepressureandcuttingclass.Thebehaviourvariouscomponentsmechanismswillbecheckedfrompointviewyieldstrengthandworkinglife(fatigueandwear).ReductiongearcalculationsmaybeconductedinaccordancewithDIN3990standardprovidedsamedesigncoefficientsaretakenintoaccountincalculationmethod.3.5.1.7.5BrakecalculationsAsafetycoefficient2shallbeappliedtobrakecalculations.FEMruleswillbeappliedforcalculationforwindspeedupto42m/s.Thebrakeswillbecalculatedandcalibratedtonominaltorquerecommendedbythemanufacturer.3.5.2SpreaderclassificationsSpreaderclassificationisdefinedinarticle6,Specialtechnicalspecificationsforseparatingtwin-liftspreaders.3.5.3Heavy-liftcargobeamclassificationsTheheavy-liftcargobeam(option14)willbeclassifiedunderU0Q4A23.6REGULATIONSANDCONFORMITYWITHSTANDARDSThecranesshallbedeliveredwithCElabeljustifyingthatsupplyequipmentcomplyinfullwithregulationsinforceatdateonwithconstructorwasnotifiedcontract.Inparticular,allequipmentshallcomplywithrecommendationsinstandardshereafter.Designandcalculations:FEMsectionI,1987revised1998"Rulesfordesignhoistingappliances”annexedtodocumentFEM1.0043July2000“Recommendationsforcalculationwindloadsoncranestructures”NFEN1993-1-9-December2005andannexeApril2007:“Eurocode3–Calculationsteelstructures-Part1-9:fatigue”NFEN1991-1-4“RulesNV65andannexes.Rulescalculationdefiningeffectssnowandwindonconstructionsandannexes”NFE52-700-April1993“Portequipment–track-mountedorfixedliftingandhandlingappliances–technicalspecifications”Page15/105ISO6336October2006“Calculationofloadcapacityofspurandhelicalgears--Parts1,2,3,5and6”NFEN1998-1NFP06-013–DTUParasismicrulesPS92Travellingtrack:ISO12488-1July2012,toleranceclass3aspertablen°7inthestandardDrawings:TechnicaldrawingsaretobeexecutedaccordingtoICSstandardsdomain01.100Safety:NFENISO12100-1(December2010)“Safetyofmachinery--Basicconcepts,generalprinciplesfordesignNFISO13857-June2008“Safetyofmachinery--Safetydistancestopreventhazardzonesbeingreachedbyupperandlowerlimbs”NFEN349+A1-August2008“Safetyofmachinery.Minimumgapstoavoidcrushingofpartsofthehumanbody”NFENISO13850–December2015“Safetyofmachinery--Emergencystop--Principlesfordesign”NFENISO7731-November2008“Dangersignalsforpublicandworkareas―Auditorydangersignals”Frenchgovernmentdecreen°98-1084,December2nd1998“relativetoorganisationalmeasures,conditionsofimplementationandtechnicalrecommendationsgoverningtheuseofworkingequipmentandmodifyingtheFrenchlabourlegislation”NFENISO13849-1–March2016“Safetyofmachinery--Safety-relatedpartsofcontrolsystems”LiftsNFEN81-1+A3–March2010“”NFEN81-20September2014Safetyrulesfortheconstructionandinstallationoflifts.Part20:ElectricliftsforpassengerandgoodliftNFEN81-50September2014Safetyrulesfortheconstructionandinstallationoflifts.–Checkingandtests-Part50:principlesofdesign,calculation,checkingandtestsofliftcomponentsNFP82-002-June1978“Lifts–Maintenancecontracts”Frenchgovernmentdecree,March111977relativetostandardmaintenanceconditionsforpassengerandgoodsliftsWelding:NFE52109–1October2015“Liftingandhandling–Weldedjoints–Part1–Fabrication»NFE52109–2October2015“Liftingandhandling–Weldedjoints–Part2–weldqualityclasses.Extentofthenon-destructivetesting”NFEN1090-2+A1October2011“Steelandaluminiumstructuremanufacturing,Part2technicalneedsforsteelstructure”NFENISO9606-1december2017“Qualificationtestofwelders.Fusionwelding.Part1:steels»NFENISO15607-May2004“Specificationandqualificationofweldingproceduresformetallicmaterials--Generalrules”NFENISO15609-1(January2005)“Specificationandqualificationofweldingproceduresformetallicmaterials--Weldingprocedurespecification--Part1:Arcwelding”NFENISO15614-1(June2013)“Specificationandqualificationofweldingproceduresformetallicmaterials--Weldingproceduretest--Part1:Arcandgasweldingofsteelsandarcweldingofnickelandnickelalloys”Page16/105TheContractorcanuseAWSstandardforweldingiftheycomplywithstandardsaboveAccess:NFENISO14122-2March2017“Safetyofmachinery–Permanentmeansofaccesstomachinery-Part2:Workingplatformsandwalkways”NFENISO14122-3March2017“Safetyofmachinery--Permanentmeansofaccesstomachinery--Part3:Stairs,stepladdersandguard-rails”NFENISO14122-4March2017“Safetyofmachinery–Permanentmeansofaccesstomachinery-Part4:fixedladders”Hydraulicengineering:NFEN13135March2013“Cranes-Equipment-Part2:non-electrotechnicalequipment”NFISO5781October2016“Hydraulicfluidpower-Pressure-reducingvalves,sequencevalves,unloadingvalves,throttlevalvesandcheckvalves-Mountingsurfaces”Hydraulictransmission–cylindersasperICSstandardsdomain23.100.20N.A.S.163.81992(NorthAmericanstandard)concerningthecontaminationofhydraulicfluidsCorrosionprotection:NFENISO4628Parts1-7March2016“Paintsandvarnishes--Evaluationofdegradationofcoatings--Designationofquantityandsizeofdefects,andofintensityofuniformchanges”.NFENISO12944Parts1-8September1998“Paintsandvarnishes-Corrosionprotectionofsteelstructuresbyprotectivepaintsystems”NFENISO8501-1September2007“Preparationofsteelsubstratesbeforeapplicationofpaintsandrelatedproducts.Visualassessmentofsurfacecleanliness.Rustgradesandpreparationgradesofuncoatedsteelsubstratesandofsteelsubstratesafteroverallremovalofpreviouscoatings+Additionalinformaton:pictorialexamplesofchangeofappearanceofsteelafterapplicationofdifferentabrasives.”NFENISO8503-2,April2012“Preparationofsteelsubstratesbeforeapplicationofpaintsandrelatedproducts–Visualassessmentofsurfacecleanliness-Part2:Preparationgradesofpreviouslycoatedsteelsubstratesafterlocalizedremovalofpreviouscoatings”NFENISO1461–July2009“Hotdipgalvanizedcoatingsonfabricatedironandsteelarticles–Specificationsandtestmethods”NFENISO14713-1to3–June2017“Protectionagainstcorrosionofironandsteelinstructures–Zincandaluminiumcoatings–Guidelines”Electricity:NFC15.100-December2002“lowvoltageelectricalinstallation”NFEN60529-October1992“DegreesofProtectionProvidedbyEnclosures(IPCode)”NFEN60034-1–April2011“Rotatingelectricalmachines–.Part1:Ratingandperformance.”NFEN61439-1–March2012“Low-voltageswitchgearandcontrolgearassemblies-Part1:Type-testedandpartiallytype-testedassemblies”NFEN81346-1(December2009)“Industrialsystems,installationsandequipmentandindustrialproducts-Structuringprinciplesandreferencedesignations-Part1:basicrules”NFEN60204-1-September2006“Safetyofmachinery.Electricalequipmentofmachines.”NFEN60204-2-March2012“Safetyofmachinery.Electricalequipmentofmachines”NFEN60204-11-March2004“Safetyofmachinery.Electricalequipmentofmachines”NFEN60204-32–December2008“Safetyofmachinery.Electricalequipmentofmachines”NFEN60947-5-1-September2004“Low-voltageswitchgearandcontrolgear-Part5-1:Controlcircuitdevicesandswitchingelements-Electromechanicalcontrolcircuitdevices”Page17/105NFEN300220-1–December2012“ElectromagneticcompatibilityandRadiospectrumMatters(ERM)-ShortRangeDevices(SRD)-Radioequipmenttobeusedin25MHzto1000MHzfrequencyrangewithpowerlevelsrangingupto500mW-Part1:Technicalcharacteristicsandtestmethods”NFC13200-September2009“High-voltageelectricalinstallations-Rules(andcorrectionMay1987)”NFEN61000-2-4-January2003forharmonicstandardsCEI61000-5-3April1998ElectromagneticcompatibilityTheContractorcanuseIECstandardandCEcertificationsforelectricaldesign,installationsandmaterialsiftheycomplywithstandardaboveContainers:NFISO668–May2014“Series1freightcontainers–Classification,dimensionsandratings”NFISO3874-December1993“Series1freightcontainers–Handlingandsecuring”ISO9669/A1–July1992“Series1freightcontainers–Interfaceconnectionsfortankcontainers”Theconstructorshouldnotethatduringassemblyandthroughoutwarrantyperiod,anyfurtherdevelopmentworktomakeequipmentcompliantwithlegislation,decreesandregulationsapplicabletosafetyofworkersshallberesponsibilityofconstructor.TheFEMrulesandstandardslistedaboveshallcomprisebasisforgantrycranecalculations.However,forspecificparts,ContractormayimplementotherstandardsuponconditionthatresultyieldsdimensionscomparablewiththoseobtainedwithFEMrules.3.7RELIABILITYANDFAILURERATEThemainlevelsandarrangementsinherentinqualitytobetakenintoaccountwillbe:annualoperatingtime:4000to5000hours,aggregatedowntime<1%ofoperatingtimeaggregateuptime(takingaccountofpreventiveandcorrectiveactions)>97%ofoperatingtimedurability:inaccordancewithcontractualrequirementsconsideringhighestvaluesoftablesofFEMrulesasspecifiedinarticles3.5.1,3.5.2,and3.5.3.systematicpreventivemaintenanceprogrammesnotexceeding20%ofoperatingtime.Unlessconstituentpartsforwhichanaftersalesserviceandspecialistsareavailableonsite,preferenceshallbegiventopartsofEuropeanorigin,especiallyforelectrical,electronic,bearingsandhydraulicequipment.TheContractingAuthorityreservesrighttorejectsubcontractor(s)andmainsuppliersproposed.Thisrefusaldoesnotneedtobejustifiedandshallnotinducepriceorleadtimeincrease.Inanyevent,bidshallgivelistofsuppliersandsubcontractorsproposedbybidderwhoshallguaranteethattheyuseaqualityplan.3.8OPERATINGPHASESANDMODESOFUSEOFTHEGANTRYCRANESThevarioustypesofgantrycraneusearedescribedbelow.3.8.1OperatingphasePage18/1054.9ACCESSAccessfromgrounddesignedtoavoidanyformoftrespassingongantrycrane.Anaccessdoorwithasecuritylockbaraccesswhengantrycraneisnotinuse.Similarly,forbottomcabin,substation,electricalandmachineryroomsandoperator’scabin,Contractorwillinstallalockingdevicewithsecuritykeys.Theaccesseseffectivelyprotectedfromallrisksofinterference(gantry,vessel,lorry/trailer,etc.).4.9.1LiftThemainaccessalift.Theliftanindustrial,rack-and-piniontypewithautomaticlubrication.Itdesignedforfourpeople(payload:400kg)andaspeedof0.6m/s.Motionshalloffrequencycontroltype.AnybrandotherthanZPMCshallapprovedbyContractingAuthority.Itshallcapableofoperatinginwindsofupto100km/h.Operationwillprohibitedinstrongerwinds.Theliftinstalledonrightlandsidelegandrackmusterectedvertically.Itshallprotectedagainstallrisksofinterferingwithadjacentcraneandimmediateenvironment.Itservethreelevelsabovegroundlevel(electricalorreelhouse,operator’scabinandmachineryand/orelectricalroom).Thereapush-buttonforeachlevelinsideliftcar.Thecarautomaticallyreturnedtolevel“0”aftera5-minutetimeout.Anaudiblesoundshallinstalledinliftcarinformingthatallconditionsarereadytoopendoorswhenitarrivedatlevel.Theliftcarmadeofarustproofmaterial.Thesupportingstructurehot-dipgalvanized(min.100µ).Thelandingandcardoorsshallabletohaveafullopening.Furthermore,landingsdesignedtosuchthatliftcarhavejustonedoor.Oncraneumbilicalelectricalcableconnectionboxshalleasilyaccessible.Theliftshallequippedwith:anOn/Offkeyswitchoninsideofcar;anhourmeter;aninsulationtester;aphasetester.Theliftshallcomplywithstandardsquotedinarticle3.6Theliftsuppliershallagreetoattendinstallationofliftequipmentatfactoryassemblysitetovalidateworks.Thesuppliershallalsocarryoutcommissioningworkonsiteofoperation.Inrespecttoacceptanceoflift,acertificationauthoritywillprovidedforbyContractorandathisexpense.TheaccessstairfromthegroundshallonlandsideofrightLSleg.4.9.2Accesstooperator’scabinAccessfromtheliftonasinglelevelviaan800mm-widewalkway.Thepassagewaystotrolleyfromgantrycraneclosedbygatescontrolledinaccordancewitharticle3.9.8.Incaseofafull-ropetrolleycrane,provisionstakentopreventtrolleytravelduringboomluffing.Page56/105Toavoidoilcontamination,reservoirwillbeequippedwithquickcouplersfordraining,fillingorfiltration.ThesewillbeGromelleCplGHP3/4BSP400barmalecouplers.5.5PAINTANDPROTECTION5.5.1GeneralAllexteriorsurfacesironandsteel,withexceptionmachinedparts,willbeprotectedbyprotection(Asystem)definedinarticle5.5.2.1.1below.Thesurfacestobepaintedshallbeperfectlyaccessibleoncevariouscomponentsstructurehavebeenassembled.Inaccessibleareaswillbeprotectedbeforeassembly.Allplannedboxsectionaccesseswillbecoatedwithaslip-proofpaint.Boxsectionbeamswithnoaccesstointeriorwillbewatertightandnotpaintedinside.Atightnesstestunderaninternalpressure0.2barswilltakeplaceinworkshopinpresenceContractingAuthority’sinspector.AlltightnesstestreportsshallbesenttoContractingAuthority.Boxsectionsrequiringinspectionwillhaveanaccess(manhole)andtheirinsidesurfacewillbeprotectedbyprotectionsystemA(seearticle5.5.2.1.1below).Inbothtypesboxsection,aholewithaplugwillbeprovidedinbottomtodraincondensationwater.Anytouchinguprequiredduringassemblyorweldingwork,etc.,willbedonecoatbycoatafterlocalizedsandblasting.Touchingupapplicationflawsresultingfrominsufficientpreparationorfailuretocomplywithspecificationswillbecorrected.Inthiscase,beforeanewcoatisapplied,zoneconcernedwillbetoucheduporentirecomponentredoneaccordingtosizeflawsobserved.Inallcases,localrepairorcompletereworkwillbecarriedoutonbasisrecommendationsarticle5.5.2.2.below.TheContractor’sattentionisalsodrawntointegrationsubassembliesorcomponentscoatedwithastandardprotectionwhichisincompatiblewithuseonapparatus.Suchsubassembliesorcomponentsshallbeorderedwithacoatingperformanceguaranteeinsamewayasreststructuresorberecoatedonassemblywithacomplementarysystemcompatiblewithoriginalsubstratestoobtainthissameoverallguarantee.5.5.2ApplicationpaintsandprotectionsystemsBeforestartinganywork,ContractorwillsubmitadetailedspecificationtoContractingAuthorityforapproval.Thisspecificationwillparticularlystatesystemsrecommendedforsubsequenttouch-upwork.5.5.2.1SurfacepreparationandworkdoneatfactoryThesurfacestobeprotectedwillbepreparedby:degreasing;sandblastingorshotblastingtoSA2.5forpainting;verythoroughdustremovalfromallsurfaces.On-siteweldingseamswillbesandblasted.Thesurfaceswillbepreparedinstrictcompliancewithrecommendationsindustrialpaintguarantees.Toprotectsurfacespreparedasoutlinedabove,followingsystemswillbesubmittedtoContractingAuthorityforapprovalwithinaperiodtwomonthsServiceOrder:5.5.2.1.1ASystemAllexteriorsurfaces,undersidesmachineryroomandelectricalroomandallsoffitssubjecttocondensationwillbetreatedwithanACQPAC5M-certifiedpaintsystem.Page74/1055.5.2.1.2BSystemStainlesssteelframeworktreatedwithfollowingsystem.Thesurfacestoprotectedwillpreparedby:cleaninganddegreasing;chemicaletching(withDeoxidine670,forexample)ormechanicalblasting(sweepingwithajetofnon-metallicabrasives);verythoroughdustremovalfromallsurfaces.Thesurfaceswillpreparedinstrictcompliancewithrecommendationsofindustrialpaintguarantees.Toprotectsurfacespreparedasoutlinedabove,followingapplied:Twocoatsofpaint(filmthickness:65microns)Totalminimumthicknessofdryfilm:130microns.Thedoublefloors,soffitssubjecttocondensationandcabinsoffitstreatedwiththissystem.Allcomponentstopaintedcarefullycleaned,degreasedandrinsedwithfreshwater,wherenecessary,beforeapplication.Foreachcoatofpaintformingrecommendedsystem,preliminarycoatsappliedbybrushinareasdifficulttoaccessbysprayingwithagun:anglebarreturns,forexample.Weldingseamsandsharpedgesalsopre-treatedbeforeapplyingfullcoats.5.5.2.1.3GalvanizationStepsandgratingsprovidedinhot-dipgalvanizedsteel.Asidefromgratings,whichmayhaveazincthicknessof70µm,anyothergalvanizedpartshaveazincthicknessof90microns,withalocalminimumof80µm.Theevacuationholesrequiredinzincbathshallbemadewithadrill.TheContractor’sattentionisdrawntofactthatall“scuppers”instructureshallperfectlycontoured.Forthispurpose,theyshallsizedtoenableweldertocontourcompletely.Galvanizationwillrefertostandardsquotedinarticle3.7.TheContractorneedtohaveobtainedagreementofgalvanizerregardinggradesandqualitiesofsteelsintendedtocoatedtoobtainthicknessesestablishedabove.5.5.2.2WorkperformedaftererectingcraneAllmetallicelementsdegreasedaftererection.Allpaintedsurfacesinspectedtodetectareaswherepaintmayhavebeendamaged.Thesepartsbrushedorsandblastedandcoatedaccordingtoprotectionsystemsdefinedabove.5.5.2.3SupplyofpaintandsystemofapplicationThesupplyandapplicationofpaintfallwithinscopeofContractor’swork.AllpaintsshalloriginatefromsamesupplierandtheirqualityshallsubmittedbeforehandtoContractingAuthorityforapproval.AdatasheetrelatingtopaintsadoptedtransmittedtoContractingAuthoritybeforeapplication.Thepaintsdeliveredtositeincloseddrumsbearingoriginandidentificationmarksandusedwithoutadditionofanotherproductnotrecommendedbysupplier.TheContractingAuthorityreservesrighttochoosemethodofapplication:brush,rollerorAirlessgun–andchoiceofpaintsystem.Asageneralrule,useofAirlessgunisnotallowedoutdoors.Page75/105ThefinalshadesofpaintshallbeincompliancewiththegraphicandvisualidentitydefinedbyAfricaGlobalLogistics.Theseshallbeincompliancewiththestandardreferredtoinarticle3.6.Theshadesthatwerechosenare:Paintcolorsshallbe:1Mainstructure主结构Cobaltblue50132Boom前大梁Cobaltblue50133Exteriormachineryhouse机房外表面WhiteRAL90164Interiormachineryhouse机房内表面GreyRAL70355Machineryhousebase机房底盘Cobaltblue50136Exteriorcab(includeplatformforcab)司机室外表面(包括司机室平台)WhiteRAL90167Interiorcab司机室内表面GreyRAL70358Exteriorboomstation俯仰室外表面WhiteRAL90169Interiorboomstation俯仰室内表面GreyRAL703510Exteriorcheckroom理货室外表面WhiteRAL901611Interiorcheckroom理货室内表面GreyRAL703512Trolley小车架Cobaltblue501313Headblock吊具上架Cobaltblue501314吊钩横梁HeavyLiftBeamYellowRAL1003/BlackRAL9005stripes100mmwideat45º15Spreader吊具YellowBrommaStandard16Flippersofspreader吊具导板YellowBrommaStandard17Handrail扶手栏杆Cobaltblue501318Kickplate踢脚板Cobaltblue501319Laddersandcages直梯,护笼Cobaltblue501320Platform平台Cobaltblue501321Stair斜梯Cobaltblue501322TreadsandGratings(hotdipgalvanized)镀锌的踏步和格栅板Nopaint23Sheave滑轮Cobaltblue501324Gantryassembly行走机构Cobaltblue5013/whiteRAL9016Band25Enclosureofgantry行走机构护栏Cobaltblue501326Anchordevice大车锚定装置Cobaltblue501327floors室内地板GreyRAL703528MaingirderofServicecraneinmachineryhouse室内维修行车主梁Cobaltblue501329gantrymotor大车电机Cobaltblue5013providebySiemens30Forhazardousprotrusionthatmaygiverisetoaccidents危险部位RedRAL3001/whiteRAL901631Otherbuyoutcomponents其他外购件Manufacturer’sstandardPage76/105Multi-colouredpaintworkmaynotgiverisetoanypricesupplementoradditionaltime.Allsuppliessuchasmotors,reducers,pulleys,etc.,installedinroomswillbetreatedwithsupplier’sstandardpaintsystemandthoseinstalledoutside,oneofabovesystems(AorB)inappropriatecolourormulti-colours.TheContractorshalltakeallnecessaryprecautionstoavoidprojectionsofemeryontopaintfilmduringerectionoperations.Incaseofprojection,damagedzoneswillbetreatedwithcompletesystemaftercleaning.ThethicknessofcoatingwillbeinspectedbyContractingAuthority’srepresentatives.InsufficientlyprotectedzoneswillberepaintedaccordingtoanoperatingproceduretobesubmittedtoContractingAuthorityforapproval.Machinedpartswillbecoatedwithrustproofingvarnish.NoprotectionwillbeappliedtosurfacesincontactwithjointsmadeusingHRboltswhichshallbefreefromallpaint,grease,etc.5.5.2.4InscriptionofContractingAuthority’scompanynameTheinscriptionsandlogosshallbeincompliancewithgraphicandvisualidentitydefinedbyAfricaGlobalLogistics.ThedimensionsandcolourofletterswillbesubmittedtoContractingAuthorityforapproval5.5.2.5IdentificationnumberThemanufacturerwillsupplyplatesindicatingidentificationnumberofgantrycrane.ThenumberwillbedefinedbyContractingAuthorityatalaterstage.TofacilitatetroubleshootingonGantrytravelmotion,identificationbyanumbershallbepaintedonsecondaryequalizerbeaminfrontofeachgroup.ThedimensionsofplatesandtheirlayoutwillbesubmittedtoContractingAuthorityforapproval.BoomlogoarrangementshallbesameasBENINSTSwhichwillbedeliveredatendof2024.5.5.3ProtectiondataplateTheContractorwillprovideonstructureanindelibleindicationofdatepainted(monthandyearoffinalcoat),nameofpainterandsystemused.Thisinformationwillbeindicatedonbrassplatesattachedtoinstallations.5.5.4Presentationofsafetysigns5.5.4.1ProhibitionsignsBackground:white.Symbolortext:blackBroadcirclearoundedgeofsigninredsafetycolour.Diagonalband,slightlynarrowerthancircle,insameredcolour,diametricallyacrosssign,barringsymbolfromtoptobottomandfromlefttoright.Thesafetycolourmustcoveratleast35%ofsurfaceareaofsign.5.5.4.2Obligation,warning,rescueandindicationsignsBackground:safetycolour.Symbolortext:blackForwarningsigns,yellowtrianglemustbeedgedinblack.Page77/105Inallcases,safetycolourmustcoveratleast50%ofsurfaceareaofsign.5.5.4.3AdditionalsignsBackground:white.Text:blackorBackground:safetycolour.Text:contrastingcolour.5.5.4.4SymbolsTherepresentationmustbeassimpleaspossible.Detailsnotessentialtounderstandingofsignaredeliberatelyleftout.5.5.4.5DimensionsofsignsTheformulabelowisrecommendedfordimensionsofasign:A>L²/2000whereArepresentssurfaceareaofsigninsquaremetresandLdistanceinmetresatwhichsignmuststillbevisible.Thisformulacanbeapplieduptoadistanceofapproximately50m.5.5.4.6TypeofsupportStickerareprohibited.Onlymetalsupportandpaintingorengravedplasticplate5.5.5ColorimetricandphotometriccharacteristicsofthematerialsItisrecommendedthatstandardsofInternationalOrganizationforStandardization(ISO)andInternationalCommissiononIllumination(CIE)areappliedwithregardtocolorimetricandphotometriccharacteristicsofthematerials.5.5.6SignallingdangerthroughuseofyellowandblackTosignalpermanentlydangerousareassuchasstairwaysteps,holesinfloor,etc.,orpointswherethereisarisktohumansofbeinghit,fallingortripping,orariskoffallingmaterials,useyellowassafetycolourandblackascontrastingcolour,arrangedinalternate,obliquestripes,firstbeingusedinaproportionofatleast50%inrelationtosecond.Inparticular,endsofbogieswillbemarkedinyellowandblackoveralengthof1metre.5.6ELECTRICALEQUIPMENT5.6.1ReferencestandardsTheapplicablestandardsarecontainedinarticle3.6.Theyarecomplementedbyspecialprovisionsbelow.5.6.2Wiresandcables5.6.2.1GeneralPage78/105

投标 / 标书制作要点(原创)

本升降机 施工升降机 设备维修改造服务 升降机安装调试费涉及「招标公告」,投标方需重点关注:① 营业执照经营范围须含招标公告或对应服务类目;② 提供同类项目业绩证明;③ 报价方案与售后响应须明确;④ 紧盯投标截止与开标节点,建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应,务必在投标文件中凸显。

标书制作联系冯经理:17551026086