下载文档原格式
中英文对照：国际工程招标说明书中英文对照：国际工程招标说明书国际工程招标说明书日期：合同招标一、中华人民共和国从世界银行申请获得贷款，用于支付＿＿＿＿＿项目的费用。
部分贷款将用于支付工程建筑、＿＿＿＿等各种合同。
所有依世界银行指导原则具有资格的国家，都可参加招标。
二、中国＿＿公司邀请具有资格的投标者提供密封的标书，提供完成合同工程所需的劳力、材料、设备和服务。
三、具有资格的投标者可从以下地址获得更多的信息，或参看招标文件：中国A公司四、每一位具有资格的投标者在交纳＿＿＿＿＿美元，并提交书面申请后，均可从上述地址获得招标文件。
五、每一份标书都要附一份投标保证书，且应不迟于＿＿＿＿＿提交给A公司。
六、所有标书将在＿＿＿＿＿当着投标者代表的面开标。
七、如果具有资格的国外投标者希望与一位中国国内的承包人组建合资公司，需在投标截止日期前30天提出要求。
业主有权决定是否同意选定的国内承包人。
八、标前会议将在＿＿＿＿＿＿＿＿＿＿召开。
投标者须知一、工程概述二、资金来源中华人民共和国向世界银行申请一笔贷款，用以支付＿＿＿＿＿工程。
其中部分贷款将用于支付此合同工程。
只有应中国政府的要求，根据贷款协议的条件，IFI才会同意付款。
除中国外，任何组织不能从贷款协议中获得权利或取得贷款。
世行贷款只用于支付瑞士和与中国有商贸关系世行成员国生产的产品和提供的服务。
世行贷款不足的部分将由业主用中国政府提供的资金支付。
三、资格要求所有根据世行的“采购指导原则”具有资格的国家均可投标。
本合同项下的一切货物、服务均应来自上述具有资格的国家。
本合同项下的一切开支仅限于支付这样的货物和服务。
货物、服务来源地与投标者国籍含义不同。
为说明自己有资格中标，投标者应向业主提供所规定的证明，保证有效地执行合同。
为此，业主和中国A公司在公布中标者前，可要求投标者更新其先前提供的资格证明材料。
投标者提供的材料应包括：法律地位证明文件复本，注册地及主要经营场所。
投标文件范本目录1. 封面- 公司名称和标志- 项目名称- 文件编号- 日期2. 投标信- 投标信封- 投标信函（简要介绍公司及其能力、表达对此项目的兴趣和承诺、声明投标文件完整和准确性）3. 项目介绍- 项目背景和目标- 项目的重要性和价值- 工作范围和要求- 相关时间表和里程碑安排4. 公司简介- 公司概述（成立时间、规模、业务领域、核心价值观）- 公司的核心竞争力和优势- 以往相关项目经验和成功案例- 公司的质量管理体系和认证情况5. 项目团队- 团队组成（关键人员、专业技能、背景和经验） - 人员配备和管理计划- 团队的业绩和资质证明6. 技术方案- 对项目的理解和分析- 解决方案的亮点和创新点- 技术策略和方法- 资源需求和利用计划7. 费用估算- 项目成本估计- 资源和材料成本- 人工成本和费用计划- 风险管理和费用控制措施8. 质量控制- 质量管理计划和策略- 质量保证措施和流程- 质量监测和评估方法- 不合格品控制和改进措施9. 时间计划- 项目任务和工作计划- 关键里程碑和交付时间 - Gantt图或项目进度表- 可行性和风险评估10. 合同条款- 合同条款和条件概览- 合同支付方式和期限- 运输和交付方式- 保修和维护规定11. 附录- 公司资质和荣誉证明- 人员简历和推荐信- 技术文件和研究报告- 其他相关支持材料12. 附件清单- 投标文件清单和编号- 附件清单和说明以上是投标文件范本的目录结构，根据具体的题目和要求，可以对各个章节进行修改和调整。
请根据实际需要进行适当的增减字数，并确保整体文章结构清晰、内容完整。
投标须知Notice for bidder1. 请投标方仔细的阅读所有招标文件中包含的内容。
Please read all documents carefully.2. 请投标方仔细阅读英文文件，并以英文文件内容为准。
Please read the English part carefully and subject to the requirements in English.3. 商务投标文件与技术投标文件，请分别制作。
投标文件原件请邮寄至“江苏省常熟市沿江经济开发区兴港路10号，江苏皮尔金顿耀皮玻璃有限公司”；请同时将投标书的电子格式文件同时发送至我公司电子邮箱：sam.sun@The commercial part and technical part should be separated.All original tender documents should be mailed to “Jiangsu Pilkington SYP Glass CO.,LTD.” by express. The mail address is “NO.10 Xinggang Road Changshu Economic Development Zone Changshu Jiangsu province, China.Postal code: 215536”Please also e-mail all documents to the follows:sam.sun@;投标文件以邮寄或密封在指定日期内送达到招标方要求地址。
投标截止日期为（即招标方收到投标书日期）：2008年10 月24日。
All original paper tender documents should be put in envelope and sent to the specified place within schedule time. The end date (the date of buyer receiving paper documents):2008-10-244. 我们招标文件中要求的最迟交货日期为2008年11月03日。
目录第一部分商务文件一、投标函 (2)二、开标一览表 (3)三、分项价格标 (4)四、商务条款响应/偏离表 (5)五、投标保证金 (9)六、投标人具备投标资格的证明文件 (10)附件1、授权委托书和法定代表人身份证明 (11)附件2、投标人基本情况 (12)附件3、财务状况报告、依法缴纳税收和社会保险费的证明材料 (15)附件3。
1税务登记证 (15)附件3.2现金流量表 (16)附件3.3资产负债表 (17)附件3。
4增值税纳税申报表 (18)附件3。
5企业利润表 (21)附件3.6固定资产进项税抵扣情况表 (22)附件4、社会保险证明 (23)附件5、福利企业说明与证书 (24)附件5。
1福利企业说明 (24)附件5。
2福利企业证明书 (24)附件5.3福利企业登记 (25)附件5。
4福利企业年审记录 (26)附件5。
5残疾员工社保证明 (27)附加5。
6残疾人就业先进单位证明 (28)附件6、参加政府采购活动前三年内在经营活动中无重大违法记录书面声明29附件7、联合体协议书 (30)附件8、法律、行政法规规定的其他条件证明材料 (31)附件9、中小企业声明函 (34)附件10、招标文件规定的其他资格条件证明文件 (35)附件10。
1 ISO质量体系认证书 (35)附件10。
2 ISO环境管理体系认证书 (36)附件10。
3 ISO质量管理体系认证书(中文） (37)附件10.4 ISO质量管理体系认证书(英文） (38)附件10。
5 标准实施合格证 (39)附件10.6 湖南省AAA级信用企业证书 (40)附件10。
7 外资企业骨干配套企业 (41)附件10.8 原材料提供商检验报告与质量体系认证 (42)附件11、近年来部分合同复印件 (47)附件12、公司简介与实力概况 (51)附件12。
1 公司简介 (51)附件12.2 公司人员结构图 (52)附件12。
3 公司厂区掠影 (53)附件13、部分办公家具与教学用具生产线设备实拍 (55)第二部分技术文件七、货物说明一览表 (59)八、技术规格、参数响应/偏离表 (60)九、整体方案及产品设计 (63)十、施工组织方案 (70)10。
TendersDear Sirs:Better carry out the project in order to better promote the Qingdao the Longhu Mountain HKUST project, marketing and sales work, Qingdao Longhu Land expand Ltd. intends to open tender on the company's Mountain HKUST project planning services outsourcing, select the appropriate advertising integration promotion of the service providers.We look forward to working with you for your cooperation, but also a sincere thank you for your participation.1.Tender notified1.1 of the tender is to determine the unit of Yamashina large projects advertising companies invited to tender units to give full consideration to the needs of the Division I tender.1.2 Tender before submission of tender documents, the business qualification with the requirements of the case in detail to understand clearly. The bidders shall carefully study all the tender documents, if the tender documents for bidding units can not meet the requirements of the tender documents, the responsibility the bidding units conceited, is not substantially responsive to the tender documents, tender documents will be rejected.1.3. Important basis for the preparation of tenders, tender documents for bidding units, is also an important basis to sign the agreement in the future, with the unit bid winning notice with the annex to the contract, the contract has the same legal effect as Wang tender units to pay attention.1.4. Tender units participate in the tender, must be attended by the legal representative of the enterprise or the legal representative of the client, may not be delegated to other personnel, if found according to the half-way back standard treatment.1.5 tenderer shall tender documents stipulated schedule time to participate in the bidding of the activities, and submit tender fulfilled the legal representative or the legal representative of the client's certificate.1.6 the tender units on the information received, the correctness of the information take full responsibility. Once the bidder to the tender side to submit a formal tender documents, deemed to have accepted all the demands made by the tender side of tender documents.1.7 Tender agreed to the bidding units do not have to accept the lowest bid price received tender documents or any tender documents, also does not explain the reasons and rationale to select or reject any bid.2. Bidder qualification2.1 with planning and creativity of the real estate industry full of independent creativity, outstanding design, a strong sense of collaboration, high theoretical level qualification / ability. Domestic brands, and has experience in the real estate developer.2.2 registered in the country, at least for three years estate of more (including Sannian) in advertising to promote the experience in key personnel.2.3 The ability for the project to set up a special working group at the same time to maintain the relative stability of the composition, in order to facilitate smooth communication and continuity of place and advertising operations. Key nodes, such as the sales office open, open showroom opening major node, acceptable in the field office.2.4 after winning the tender units in the contract period shall contact the agent related advertising strategy of competing products, marketing and graphic design work, the competing products haveapproached the agent need specialized organizations related discussion will be decided.3.3.1 tendering units issued during the tender period complement missing books, and other valid official letter from the tender file attachments are a valid part of the tender documents.3.2 tendering companies to bear the tender related costsFound in 3.3 Bidders can participate in the tender before the deadline on the tender documents, the tender notice in writing or by e-mail to be modified.3.4 tender attachment is an important part of the follow-up agreement, if no objection, both deemed to be effective.3.5 tender power of interpretation in the tender side.招标书敬启者：为了更好地推广青岛龙湖山科大项目，更好地开展项目的市场和销售工作，青岛龙湖置业拓展有限公司拟对公司旗下山科大项目企划服务外包，采用公开招标的方式选择合适的广告整合推广服务商。
英文的标书及翻译Page Number Item页数序号项目Earthworks2-27ExcavationsExcavation in earth not exceeding 2m1Trenches2Holes3Soft rock4Hard rockSundires2-285Sides of trench and hole excavations not exceeding 1.5m deep 6Keeping excavation free of waterFilling7Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractorG7 quality filling supplied by the contractor compacted to 95% Mod AASHTO density in 150mm layers8Backfilling to trenches,holes,etc9Backfilling to trenches,holes,etcG7 quality filling supplied by the contractor compacted to 95% Mod AASHTO density in 150mm layers10Under floors,steps,pavings,etcCoarse river sand filling supplied by the contractor11under floors,etcCompaction of surfaces12Compaction of ground surface under floors and footings etc including scarifying for a depth of 150mm,breaking down oversize material,adding suitable materialwhere necessary and compacting to 93% Mod AASHTO density2-2913Compaction of ground surface under floors and footing etc including scarifying for a depth of 150mm,breaking down oversize material,adding suitable materialwhere necessary and compacting to 93% Mod AASHTO density 14"Modified AASHTO Density"test15"DCP"tests16Under floors etc,including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming 17To bottoms and sides of trenches,etc under perimeter walls only3-32Concrete,Formwork and reinforcement15MPa/20mm concrete1Surface blinding under footings and basesUnreinforced concrete25MPa/20mm concrete2Step,shower trays cupboard platforms,etcReinforced concrete cast against excavated surfaces25MPa/20mm concrete3Strip footings4Bases5Surface beds on waterproofing6Aprons on waterproofing7Ramps on waterproofing8Extra over surfacebed for thickening average 250mm wide x 250mmdeep along external edge including all necessary excavations,formwork,etc9Extra over apron for thickening average 100mm wide x 150mm deep alongexternal edge including all necessary excavations,formwork,etc 10Extra over ramp for thickening average 100mm wide x 250mm deep along external edge including all necessary excavations,formwork,etcReinforced concrete25MPa/20mm concrete11Stub columns3-33Test Cubes12Making and testing 150 x150mm concrete strength test cubeConcrete SundriesFinishing top surface of concrete smooth with a power float 13Surface beds,slabs,etc to falls14Ramps,etc to falls35MPa non-shrink grout15Bedding approximately 20mm thick under 200x200mm base plate, including chamfered edges all roundRough FormworkRough Formwork to sides16Rectangular stub columns17Edges,risers ends and reveals not exceeding 300mm high or wide Movement Joints,EtcSaw cut joints183x50mm Saw cut joints in top of concretewith the top 25mm incresed to 6mm wideButt construction joints through concrete,including necessaryformwork and cement slurry to one face19Surface beds not exceeding 300mm thickExpansion joints with 12mm bitumen-impregnated softboard between20Not exceeding 300mm high to edges of surface beds3-34Reinforcement(Provisional)High tensile steel reinforcement to structure concrete work 2112mm Diameter barsFabric reinforcement22Type 193 fabric reinforcement in concrete aprons,etc23Type 193 fabric reinforcement in concrete ramps,etc24Type 245 fabric reinforcement in concrete surfacebeds,etc 25Type 395 fabric reinforcement in concrete footings,etc4-36MasonryFoundationsBrickwork of 14MPa concrete bricks in class2 mortar1One brick wallsBrickwok SundriesBrickwork reinforcement2150mm Wide reinforcement built in horizontally in foundations5-37WaterproofingDampproofing of walls and floorsOne layer of 250micron"Consol Plastics Gunplas USB Green" or similar approvwaterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape"Or s1Under surface bedsJoint Sealants,etc2-Component elastomeric polysulphide sealing compound 26x10mm In saw cut joints in floors312x10mm In expansion joints in floors including raking out expansion joint filler as necessary6-38Roof Coverings,EtcStraight CuttingDescriptions of all roof covering are deemed to include for all straight cuttingHot dipped galvinised screws to be usedItems deemed to be fixed with hot dipped galvinised screws Profiled metal sheeting and accessories0.6mm IBR profile Z275 spelter galvanised steel troughed sheetingwith "Chromadek" or similar approved finish on one side,in single lengths fixed to panels and 0.6mm galvanised steel accessories with "Chromadek" or similar approved finish on one side1Roof covering with pitches not exceeding 25 degrees2Ridge capping,400mm girth4Roof end flashing,200mm girth5Narrow and broad flute closers 150mm girthRoof Partitions PannelsPanels are manufactured by laminating an inner and outer layer of Z200"Chromadek"or similar approved steel on to an insulated polystyrene core.Panels are roll formed to a male/female section to connect and seal the panels.This also aids in the rigidity of the construction.6-39InsulationMedium density(16kg/m3),fire retardant polystyren core.Polystyrene conforms to the Expanded PolystreneAssociation ofSouthern Africa(EPSASA)"Chronmadek"or similar aprroved coatingPre-Painted Alu-Zinc(AZ100) Pre-Painted standard nominal20 micron coating applied onto Alu-Zinc coating nominal15 micron on steel substrate baseFixingAll panels,angles,flashings,cappings,etc. are fixed with pop rivits,screws,nails,bolts,etc. as per manufacturers spesifications75mm Thick "Chromadek"or similar approved insulated sandwich roof paneland 0.6mm galvanised steel accessories with "Chromadek"finish on both side6Roof partition panels 5.50m wide7Ridge capping,200mm girth850x75x2mm U-capping95.5mm Diameter x 160mm long roof screw with bonded washerRoof Ventilators"Windmaster" or similar approved10"Supper 500 industrial"wind and convection roofventilator fixed Through "Zinkalume"roof sheeting to steel purlins,includingflashing,closers sealing strips,etc7-42Ceilings,Partitions and access flooring50mm Thick "Chromadek"or similar approved insulated sandwich panel fixed tosurfacebed and roof and 0.6mm galvanised steel accessories with "Chromadek"finish on both side1Wall Partitaion Panels 2.10m high3Wall Partitaion Panedls 3.25m high4Gable wall partition panels 2.4m to 3.4m high5External lower flashing,150mm girth6External corner flashing,200mm girth730x50x2mm U-capping82.5mm Z-channel anchord to surfacebed with bolts(surfacebed and bolts measured elsewhere)9M7 Rawl boltsAluminium flashings1038x38x3mm Aluminium anglePurpose made "Chromadek"or similar approved insulated sandwichpanel doors,huge to aluminium frames1150mm Thick panel door 0.76x1.95m high and capped with aluminiumedging all around edges(Ironmongery measured elsewhere) 1250mm Thick panel door 0.81x2.03m high and capped with aluminiumedging all around edges(Ironmongery measured elsewhere) 8-44IronmongeryHinges.Bolts,Etc"Union" or similar approved1"Al8722AS"Rubber tipped hat and coat hook"Lu-Cast"or similar approved2"FSC"Chrome fanlight catch and keep3250mm "FR/60" chrome fanlight roller stayHandles"Union" or similar approved4"6C45" Cedar lever handle with cancealed fixing backplate(Set of two)5"AL6C45-73SA" Cedar lever handle with cancealed fixing backplate(Set of two)Locks6"2226-78SS" Bathroom WC upright lock with matching stainless steel strike plat7"7661-1/2x810NP" Narrow stile euro profile double cylinder upright lock casewith matching stainless steel strike plate8"L-22315-76SS/2x810NP" Euro profile double cylinder upright lock casewith matching stainless steel strike plateLetters,Nameplates,etcGeneral building signs:"Union" or similar approved brass,satin chromed engraved sign,"AL5066-06AS" and engraved with pictogram as shown and fixed to doors/walls9152x152x2mm "E10"brass plate with male pictogram10152x152x2mm "E11"brass plate with female pictogram3mm Thick perspex key tags11Labled tags1225x50x2mm Door numbersPush plates and kicking plates2mm natural anodised finish aluminium plates counter sunk screwedalong edges at not exceeding 200mm centres13817x150mm Kick plateBlinds88mm Wide verical blinds"Classic"or similar approved woven strongcanvas material fixed to soffits14Blinds 1300x1300mm highBathroom fittings"Kimberly Clark" or similar approved15Double toilet roll holder "405597" wall mounted"Chairman Industries"or similar approved1632mm DL2 stainless steel side grab rail,plugged1732mm SR2 stainless steel rear grab rail around cistern,pluggedSundries"Union" or similar approved18"87001SS"Stainless steel floor mounted door stops,pluggedPinning Boards,writing boards,projection screens,etc"Vitrex"or similar approved supplied by Retief Sales(061-218610)19Felt pinning board with aluminium edge trim size 1200x1500mm high plugged9-49Glazed Aluminium Windows and Doors1Window 1100x1100mm high(W01)2Window 500x500mm high(W02)3Overall 1830x2400mm high with double door size 1830x2100mm high overall,including all ironmongery(D01)4Door frame 760x2100mm high5Door frame 860x2360mm high with openable fanlight(glass measured elswhereAluminium glazing beads,coupling transoms,coupling mullions,etc612x12mm standard glazing beadsSteel Welded Gates,etc7Overall 1800x2575mm high with double gate size 1780x2070mm high,including frame and panels(G01)10-52Structual steelwork(Provisional)Steel columns and beams1160x80x3mm Rectangular hollow section rafter276x38x2.5mm rectangular hollow section fixed to inside of panels(Panels meansured elsewhere)3200x200x12mm Base plate four times holed for bolts(bolts elsewhere measuredanchor plate cast into concrete11-53PlasteringScreeds on concrete130mm Thick on floors and landingsGranolithicUntinited granolithic on concrete230mm Thick on floors and landingsexternal plasterCement plaster on brickwork3On plinths12-54Tiling1On floors and landings2Skirtings 100mm high13-57Soil DrainageuPVC pipes1110MM Pipes vertically or ramped to cleaning eyes etc(no excavation)2110MM Pipes laid in and including trenches not exceeding1m deep3160MM Pipes laid in and including trenches not exceeding 1m deep4160MM Pipes laid in and including trenches exceeding 1m and not exceeding 25160MM Pipes laid in and including trenches exceeding 2m and not exceeding 3Extra over uPVC pipes for fittings6110mm Bend7110mm Junction8110mm Long radius bendPrecast concrete circular manhole(covers elsewhere）9Manhole 1200mm diameter and not exceeding 1000mm deep internally10Manhole 1200mm diameter and exceeding 1000mm and not exceeding 1500mm11Manhole 1200mm diameter and exceeding 1500mm not exceeding 2000mm de12Manhole 1200mm diameter and exceeding 2000mm not exceeding 2500mm de Covers,etc13600mm Diameter "Securex Z-600-D"or similar approved manhole cover and fra 13-58PVC gulleys14110mm Gulley not exceeding 750mm deepSundries15Unreinforced concrete encasing to horizontal pipe16Unreinforced concrete thrust blocks including excavations formwork,concrete et17100mm Cast iron"ABC" or similar approved cleaning eye 18Extra over excavation in earth for pipe trenches, chambers,etc. for excavation in19Extra over excavation in earth for pipe trenches, chambers,etc. for excavation inand connect new 110mm pipe including inserting 110mm channel junctionand making good concrete benching, backfilling,etcSanitary fittings"Franke" or similar approved211500x650mm "Citimetal S1"Stainless steel single end bowl catering sink comple with two 25mm square stainless steel gallow brackets22510x405mm "Hibiscus 7023" white vitreous china rounded basin withthree semi-punched tapholes on classic floor mounted pedestal "7150"23"Aquasave 750152" low level WC suite comprising 90° outletopen rim washdown pan with matching 6/3 liter push-flushing cisterncomplete with heavy duty solid wooden seat and lid lacquered white,fitments an13-5924"Protea Paraplegic 750246" low level Wcsuite comprising 90° outlet back inlet p with matching 9 litre cistern "710631" complete with heavy duty solid wooden sand lid lacquered white, fitments and flushpipe25"Lavatera 705426" wall hung bowl urinal,top flush entry with 38mm diameter chromium plated domical grating,supprted on and including concealed hangerbrackets fixed to wall(flush valve elsewhere)Waste unions,etc"Cobra Watertech" or similar approved2632mm "301"CP basin waste union complete with plug,chain,stay and backnut2740mm "310"CP heavy pattern slotted sink waste union with backnut,plug and ch Traps, etc"Spazio" or similar approved28"Spazio 1/301151" 1 Bowl plumbing kit"Marley" or similar approved2950x50mm PVC basin "P" trap with 37mm sealTaps,Valves etc"Cobra Watertech" or similar approved3015mm "KM 2.100" Basin pillar tap3115mm "504-21B" Pillar tap with elbow action3215mm "Star 166-041" Swiviel sink mixer wall mounted33FJ6.000CP "Flushmaster Junior" Urinal flush valve with Castle FJT 5.5 tail Pipe13-60341/2x 3/8 Inch"7105" angle valve body with 10x300mm chrome tube "049700699 and 15mm chrome valve capnut set "R10204"Sanitary PlumbingHeavy duty uPVC pipes(Surface Mounted)3550mm Pipes36110mm PipesExtra over uPVC pipes for fittings3850mm Access bend3950mm Access junction40110MM Bend41110mm Access bend42110mm Junction43110mm Access junction44110x50mm Reducing junction45110mm Pan connector46110mm Two-way vent valveSundries47Testing waste pipe systemWater suppliesClass 9 uPVC pipes4832mm Pipes laid in and including trench13-614950mm Pipes laid in and including trenches5063mm Pipes laid in and including trenchesExtra over uPVC pressure pipes for fittings with rubber ring joints 5132mm Tee5250mm Tee5332mm Bend5450mm Bend5563mm Bend5650x32mm Reducer5763x50mm ReducerExtra over uPVC pipes for cast iron pressure fittings5832x22mm BSP Upvc/Cu adaptorValves,taps,etc.5932mm "Saunders" or similar approved type KB diaphragm valve6050mm "Saunders" or similar approved type KB diaphragm valve6163mm "Saunders" or similar approved type KB diaphragm valveSundries62880x880mm Water meter box not exceeding 500mm deep internally (cover and63450x600mm Type 9C cast iron cover and frameSundries64Unreinforced concrete thrust blocks including excavations fromwork,concrete et 13-6265Extra over excavation in earth for pipe trenches,chambers,etc.for excavation in 66Extra over excavation in earth for pipe trenches,chambers,etc.for excavation in Internal water reticulationClass 0 copper pipes(Surface mounted)6715mm Pipes6822mm PipesExtra over Class 0 copper pipes for brass compression fittings 7022mm FittingsValves,taps,etc.7115mm Hose bib tap “Cobra 208-15"or similar approved complete with hose unio,hose tail,connection,complete Testing72Testing water pipe systemElectric water heaters"Stiebel Eltron" or similar approved73"SHU 5 Sli" Comfort under counter pressurised water heaterWater supplies to fire appliancesGalvanised steel pipes(Surface mounted)7425mm PipesExtra over galvanised steel pipes for steel fittings7525mm Fittings13-63"Chubb"or similar approved76"Everyway" hose reel with 30m rubber hose,chromium plated stopcock, shut-off nozzle and wall bracket779Kg Dry chemical powder fire extinguisher14-65GlazingGlazing to aluminium with clip-on beads(beads elsewhere) 4mm clear float glass1Panes not exceeding 0.1m2Tops,shelves,doors mirrors,etc2Mirror 450x600mm high3Mirror 450x900mm high15-67Paintwork,etc to new work onFloated plaster surfaces withOne universal undercoat and two coats "Plascon Wall and All" paint on1External plinthsSmooth concrete surfaces withTwo coats approved epoxy floor paint on2FloorsMetal surfaces with3Gates16-69External workssite clearance1Digging up and removing rubbish,debris,vegetation,hedges,shrubsand trees not exceeding 200mm girth,bush,etcRemoval of trees,etc2Tree stump exceeding 200mm and not exceeding 500mm girth3Tree stump exceeding 500mm and not exceeding 1000mm girthBulk earthworksSelected earth filling supplied by the contractor compacted to98% mod AASHTO density in 150mm layers4Over sitecompaction of surfaces5Compaction of ground surface under pavings etc including scarifying for a depth breaking down oversize material,adding suitable material where necessaryand compacting to 93% Mod AASHTO density6"Modified AASHTO Density" test7"DCP" testsPaved walkwaysG5 quality filling supplied by the contractor compacted to 95% Mod AASHTO density in 150mm layers8under floors,steps,paving,etcEarth filling supplied by the contractor compacted to 95%Mod AASHTO density in 150mm layers9under floors,steps,paving,etcPavers 40MPa Precast concrete paving blocks complying withSABS 1058 laid with butt joints on 25mm thick river sand bed with sand swept in1060mm Thick paving in stretcher bond to falls, including edge blocks Standard precast concrete kerbs finished smooth on exposed surfaces,including bedding,joins on 25mm thick river sand bed with sand swept into joints 11Barrier road kerb with 150x150x300mm unreinforced concrete haunching at bac each joint including excavation,back filling,etcSoil insecticide for ants and plants12under pavingCompaction of surfaces13Compaction of ground surface under pavings etcincluding scarifying for a depth breaking down oversize material,adding suitable material where necessaryand compacting to 95% Mod AASHTO density14"Modified AASHTO Density" test15"DCP"testsStormwater DrainageClass 75D concrete pipes16150mm Pipes laid in and including trenches not exceeding 1m deepItem Requirements Unit 项目单位土方开挖开挖不超过2米沟m3洞m3软岩石-可能需要在软岩石开挖沟，洞的面积m3硬岩石-可能需要在硬岩石开挖沟，洞的面积m3杂项沟边沿和洞的开挖不超过1.5米深m2开挖远离水回填开挖出来的东西堆积在工地某个被m3指定为堆积垃圾的地方150mm的回填层,回填压实的密度达到G7 Mod AASHTO 95%回填沟洞m3回填沟洞m3 150mm的回填层,回填压实的密度达到G7 Mod AASHTO 95%地板，台阶，道砖下m3填入粗糙的河沙地板下m3压实表面压实位于地板和地基处的地表，包括翻松150mm m2的深度,打碎过大的石块，适量的增加需要的材料压实达到93%的密度Mod AASHTO的标准下压实位于地板和地基处的地表，包括翻松150mm m2的深度,打碎过大的石块，适量的增加需要的材料压实达到93%的密度Mod AASHTO的标准下改进AASHTO密度测试No DCP测试No在地面以下，包括基础墙浅沟清理，喷药水m2，填平浅沟夯实沟的底部和两侧，只在围墙下面m2混凝土，模板和加固15兆帕/20mm的混凝土基础下的表面碎石子m3无钢筋混凝土25兆帕/20mm的混凝土楼梯，浴盆，橱柜的平台m3钢筋混凝土浇筑在开挖的地表25兆帕/20mm的混凝土条形基础m3基础m3防水表面m3护床防水m3斜坡防水m3额外的浅床沿着外部的边缘平均增宽250mm,深250mm,包括所有必要的开挖，模板工作m3额外的护床沿着外部的边缘平均增宽100mm,深250mm,包括所有必要的开挖，模板工作m3额外的斜坡沿着外部的边缘平均增宽100mm,深250mm,包括所有必要的开挖，模板工作m3钢筋混凝土25兆帕/20mm的混凝土短柱m3测试块制作测试150x150mm的混泥土承力测试块No 混泥土杂项混凝土表面用机动模板抹平浅床，楼板m2斜坡m2 35兆帕防缩水泥浆在200x200mm的底板下的基床大约20mm厚No 包括周围的斜切边缘粗糙的模板周边粗糙的模板矩形短柱m2边缘，楼梯竖版末端，窗侧不超过300mm高和宽m 活动接头锯痕接缝3x50mm锯痕接缝在混凝土的顶面m 距顶部25mm开始增加6mm的宽度水泥施工缝对接，包括必要的模板和水泥浆浅床不超过300mm的厚度m 伸缩接缝处放置12mm浸了沥青的软板在垂直的水泥和砖的表面不超过300mm高到浅床的边缘m钢筋用高强度钢筋完成混凝土结构12mm直径的钢筋t 钢筋架构用193号钢筋建造混凝土护墙m2用193号钢筋建造混凝土斜坡m2用245号钢筋建造混凝土浅床m2用395号钢筋建造混凝土底脚m2砖石基础一层砖墙m2砌砖杂项砌砖钢筋150mm 宽的钢筋水平的建造在基础里m防水墙和地板的防潮一层250微米厚的Consol Plastics Gunplas USB Green牌或相似的防水带密封Gunplas Pressure Sensitive Tap在浅床下m2接缝密封材料6x10mm地板上的锯痕接头m 12x10mm 地板伸缩接头包括必要的清理伸缩缝填缝材料m屋顶屋顶用不超过25度的沥青覆盖m2屋脊盖瓦400mm周长m屋顶边缘的防雨变200mm 周长m窄槽闭合 150mm周长m al the panels.crews,nails,boltson both side屋顶隔墙板5.5M 宽m2屋脊瓦200周长m50x75x2mm U型封顶m5.5mm 直径x160mm 长度的屋顶螺丝和组合垫片m"工业500强"屋顶换气扇穿过"Zinkalume"屋顶瓦固定在钢檩条上No包括防水板，闭合密封条panel fixed to"Chromadek"隔墙板2.1m高m2隔墙板3.251m高m2山墙隔板2.4m 到3.4m高m2外部下面遮雨板150mm 围梁m 外部角落遮雨板200mmw围梁m 30x50x2mm U型封顶m 2.5mm Z型槽钢用螺栓固定在浅床mM7披露螺栓No 铝合金遮雨板38x38x3mm铝合金角m 50mm 厚的门板0.76x1.95m高用铝合金包边No 50mm 厚的门板0.81x2.03m高用铝合金包边No 五金"AL8722AS" 这个型号的衣帽钩NoFSC 扇形窗No 250mm"FR/60"扇形窗滚轴No把手"6C45"Cedar牌子的杆式手柄No "AL6C45-73SA"Cedar牌子的杆式手柄No 锁"2226-78SS"浴室厕所用的竖锁配以不锈钢的捎板No "7661-1/2x810NP"型号的双开锁配以不锈钢的捎板No"L-22315-76SS/2x810NP"型号的双开锁配以不锈钢的捎板No 152x152x2mm "E10"男厕所的黄铜名牌No 152x152x2mm "E11"女厕所的黄铜名牌No号牌No25x50x2mm门牌号No817x150mm 踢脚板No 百叶窗百叶窗1300x1300mm高No"Kimberly Clark" 牌"405597"型号镶在墙上的手纸盒No32mm DL2不锈钢侧边的扶手杆No 32mm SR2不锈钢后面水箱的四周的扶手杆No 杂项"87001SS"不锈钢门停No 插接板配以铝合金的边缘护件1200x1500mm 高No光滑的铝合金窗户和门1100x1100mm高的窗户（W01)No 500x500mm 高的窗户(W02)No 总高1830x2400mm 双开门1830x2100mm高包括所有的五金（D01）No门框760x2100mm高No 门框860x2360mm高带一个可开的扇形窗No 铝合金镶玻璃条,连接门窗的横梁/气窗，连接门窗的竖框12x12mm标准的镶玻璃条m铁焊的大门1800x2575mm双开门1780x2070mm包括门框和面板（G01）No钢结构钢柱和钢梁160x80x3mm矩形空心钢t 76x38x2.5mm矩形空心钢固定在里面的面板上t200x200x12mm底板为螺栓开4倍的洞No长锚定板浇筑在混凝土里抹灰混凝土砂浆层铺30mm 厚在地板和楼梯平面m2人造石铺面混泥土上的人造石铺面铺30mm 厚在地板和楼梯平面m2外部的抹灰砌砖上水泥抹灰柱基m2铺瓷砖在地板和楼梯平面m2踢脚线100mm 高m土壤排水uPVC管110mm 管垂直的或是倾斜的安置清理空（无开挖）m 110mm 管铺设在包括沟在内不超过1米深的位置m 160mm 管铺设在包括沟在内不超过1米深的位置m 160mm 管铺设在包括沟在内1米到2米深之间的位置m 160mm 管铺设在包括沟在内2米到3米深之间的位置m 额外的uPVC管的配件110m的弯头No 110m的直接No 110m的长半径弯头No 预制混凝土圆形的检查孔检查孔1200mm直径内部不超过1000mm深No 检查孔1200mm直径内部在1000mm到1500mm之间No 检查孔1200mm 直径内部在1500mm到2000mm之间No 检查孔1200mm直径内部在2000mm到2500mm之间No600mm直径的"Securex Z-600-D"牌或者类似的检查孔盖No 和支架PVC集水口110mm 集水口不超过750mm深No 杂项无钢筋混凝土包裹水平管m3无钢筋混凝土的推力轴承包括开挖，模板，混凝土m3 100mm铸铁“ABC”或是相似的批准的清理孔No 额外的在软岩石上开挖铺管沟，槽m3额外的在硬岩石上开挖铺管沟，槽m3的管子，包括插入110mm的通道连接，做好回填，混凝土台阶式卫生洁具1500x650mm "Citimetal S1"牌不锈钢单端洗碗槽No 配以25mm方形不锈钢承架支架510x405mm "Hibiscus 7023"白色瓷质陶瓷圆形的台盆No 配以三个半打三孔型经典立柱型号"7150""Aquasave 750152"马桶包含90度出口直冲式池No 配以6/3升的冲厕水箱和实木的马桶坐垫，马桶盖喷以白色的油漆，配件和冲水管"Protea Paraplegic 750246"牌的马桶包含90度No 出口直冲式池，配以9升的冲厕水箱"710631"和实木的马桶坐垫，马桶盖喷以白色的油漆，配件和冲水管"Lavatera 705426"镶在墙上的小便斗，上端冲水进口38mm No 的直径，电镀的格子板，包括隐藏的挂衣钩按照在墙上32mm"301"CP 废水池包括塞子链子拉索支承螺母No 40mm"301"CP 有沟槽的水槽包括塞子链子支承螺母No 存水弯"Spazio 1/301151" 一个碗装的水管装备No 50x50mm PVC 水池 "P" 型的存水弯带以 37mm 封条No15mm "KM 2.100" 水池的柱式水龙头No 15mm "504-21B" 柱式水龙头肘状的No 15mm "Star 166-041" Swiviel 牌水槽的水龙头安装在墙上的No FJ6.000CP "Flushmaster Junior"牌子的小便斗冲水阀配以Castle FJT 5.5 的尾管No1/2x 3/8 Inch"7105" 角阀体10x300mm 镀铬管"049700699"No 和15mm 镀铬阀螺母 "R10204"卫生管道50mm 管m 110mm 管m。
XXXXXXX 有限公司扩建厂房工程Contents目录VOLUME 1 PROJECT OVERVIEW (6)第一卷工程概况 (6)S ECTION 1.1 D ESCRIPTION OF THE P ROJECT (6)第1.1节项目描述 (6)1.1.1 Description of the Project项目简介 (6)1.1.2 Location of Project工程地点 (6)1.1.3 Brief Introduction of Project工程简介 (6)S ECTION 1.2 S ITE C ONDITIONS (6)第1.2节现场状况 (6)S ECTION1.3 S COPE OF W ORK (6)第1.3节工作范围 (6)S ECTION1.4 P ROJECT F EATURES & A NALYSIS (7)第 1.4节项目特点分析 (7)S ECTION1. 5 P ROJECT O BJECTIVES (7)第1.5节项目目标 (7)1.5.1 Quality Objective质量目标 (8)1.5.2 Safety and Civilized Objectives安全、文明目标 (8)1.5.3. Schedule Objectives工期目标 (8)VOLUME 2 THE PROJECT EXECUTION PROGRAM (9)第二卷项目执行计划 (9)S ECTION 2.1 T HE P ROJECT O RGANIZATION C HART (9)第2.1节项目组织计划 (9)2.1.1 Organization Chart组织机构图 (9)2.1.2 CV of Key Staffs主要人员简历 (10)S ECTION 2.2 P ROJECT S CHEDULE (14)2.2.1 Milestones项目里程碑 (14)2.2.2 Master Schedule施工总进度计划 (14)2.2.3 Schedule Assurance Measures项目进度保证 (14)S ECTION2. 3 R ESOURCE P LAN (15)第 2.3节资源计划 (15)2.3.1 Manpower Plan人力投入计划 (15)2.3.2 Equipment & Plant Plan机械设备计划 (18)S ECTION 2.4 S ITE P LAN (25)第 2.4节现场总平面布置 (25)2.4.1 Site Layout Plan总平面布置方案 (25)2.4.2 Temporary Water Plan临时用水方案 (26)2.4.3 Temporary Electricity Plan临时用电方案 (26)S ECTION 2.5 E XTERNAL C OORDINATION (30)第 2.5节外部协调计划 (30)2.5.1 Coordination with Parties Concerned与项目参与方（业主，管理公司，设计院，咨询公司，监理，质监站等） (30)S ECTION 2.6 I NSPECTION AND A CCEPTANCE S CHEME (33)第 2.6节项目验收计划 (33)2.6.1 In-Process Acceptance过程验收计划 (33)2.6.2 Take-over Acceptance竣工验收计划 (35)S ECTION2.7 A FTER-P ROJECT S ERVICE (40)第 2.7节售后服务计划 (40)2.7.1 Our Commitment我们承诺 (40)2.7.2 Contact List联系人名单 (40)VOLUME 3 METHOD STATEMENT (41)第三卷施工方案 (41)S ECTION 3.1 M EASUREMENT METHOD (41)第 3.1节测量方案 (41)3.1.1 Difficulty of Measure Work测量工作的难点 (41)3.1.2 Control of Measure Work平面控制测量控制 (41)3.1.3 Height Transmission高程传递 (42)3.1.4 Steel Structure Installation钢结构安装 (42)3.1.5 Fall Observation沉降观测 (44)3.1.6 Foundation Plan Observation基础平面测量 (44)S ECTION 3.2 E ARTHWORK METHOD (45)第 3.2节土建施工方案 (45)3.2.1 Site Situation现场情况 (45)3.2.2 Work Arrangement施工部署 (45)3.2.3 Earthwork Preparation开挖前准备 (45)3.2.4 Excavation Method开挖方式 (45)3.2.5 Soil Excavation土方开挖 (46)3.2.6 Piling Re-check桩基复核和桩顶处理 (47)3.2.7 Soil Backfill基坑土方回填 (48)S ECTION 3.3 F ORMWORK METHOD (48)第 3.3节模板安装方案 (48)3.3.1 guideline概述 (48)3.3.2 Foundation Formwork基础模板 (49)3.3.3 Bolt Installation地脚螺栓安装 (49)S ECTION 3.4 R EINFORCED S TEEL W ORKS OF S UPERSTRUCTURE (50)第3.4节钢筋工程 (50)3.4.1 Steel Material Purchase and Check钢筋原材料的采购、验收管理 (50)3.4.2 Steel Material Stack、Prohibit and Sign钢筋原材料的现场堆放、保护和标识 (51)3.4.3Preparation准备工作 (52)3.4.4 Laying-off & Manufacturing钢筋配料和制作 (52)3.4.5 Beam Rebar Colligation梁钢筋绑扎 (54)3.4.6 Rebar Covering Control钢筋保护层控制 (55)S ECTION 3.5 S UPERSTRUCTURE C ONCRETE W ORKS (55)第 3.5节混凝土工程 (55)3.5.1Preparation准备工作 (55)3.5.2 Commercial Ready Mixed Concrete预拌混凝土 (56)3.5.3Slump Test坍落度测试 (56)3.5.4 Concrete Compressive Strength Tests混凝土抗压强度试验 (57)3.5.5 Transportation of Concrete混凝土的运送 (58)3.5.6 Placing of Concrete混凝土的浇筑 (58)3.5.7 Compaction of Concrete by Vibration混凝土振捣密实 (59)3.5.8 Curing养护 (60)S ECTION 3.6 M ASONRY W ORKS (60)第3.6节砌体工程 (60)3.6.1 Site Preparation现场准备 (60)3.6.2 Cement Mortar水泥砂浆 (61)3.6.3 Masonry Material砌筑材料 (61)3.6.4Requirement of Masonry砌筑要求 (61)S ECTION 3.7 D ECORATION CONCEPT (62)第 3.7节装饰装修方案 (62)3.7.1 Ceiling Work吊顶施工 (62)3.7.2 Doors and Windows Work门窗安装 (64)3.7.3 Floor Work地面施工方案 (66)3.7.4 Wall Work墙面施工方案 (70)S ECTION 3.98S TEEL S TRUCTURE WORK (73)第 3.8节钢结构施工方案 (73)3.8.1 Fabrication of Steel Structure钢结构加工 (73)3.8.2 Delivery发运 (88)3.8.3主钢构吊装Main steel structure lifting (91)3.8.4屋墙面板的安装Roof & Wall Panel Installation (92)3.8.5屋面防水施工方案Roof waterproofing construction concept (92)S ECTION 3.9 MEP WORKS (116)第 3.9 节机电工程 (116)3.9.1 Electrical installation procedure电气系统施工方法 (116)3.9.2HVAC system system installation procedure通风空调系统施工方法 (129)3.9.3Plumbing & Sanitary system给排水系统 (134)VOLUME 4 QUALITY MANAGEMENT POLICY (141)第四卷质量管理体系 (141)S ECTION 4.1 Q UALITY A SSURANCE & M ANAGEMENT S YSTEM (141)第 4.1节质量保证体系 (141)4.1.1 Project Quality Assurance Objectives工程质量目标 (141)4.1.2 Quality Assurance Organization Chart项目质量保证体系图 (142)S ECTION 4.2 Q UALITY A SSURANCE & M ANAGEMENT S YSTEM (143)第 4.2节质量保证和管理计划 (143)4.2.1 Basis for Q/A Plan Preparation质量保证体系编制依据 (143)4.2.2 Guideline & Objectiv质量方针和目标e (143)S ECTION 4.3Q UALITY C ONTROL M EASURES (143)第 4.3节质量控制措施 (143)4.3.1 Guideline概述 (143)4.3.2 Workmanship工艺 (143)4.3.3 Factory Certified Test Logs工厂测试记录 (143)4.3.4 Manufacturers’Field Services制造商现场服务 (144)4.3.5 Testing Laboratory Services实验室测试 (144)4.3.6 Check and Test Records检查测试记录 (145)4.3.7 General Quality Specification for Construction and T&C施工以和测试/调试质量说明 (145)4.3.8 Quality Documentation质量文件 (148)S ECTION 4.4 C ORRECTIVE＆P REVENTIVE A CTION (148)第 4.4节更正&预防措施 (148)4.4.1 Guideline概述 (148)4.4.2 Corrective Action Maybe Initiated By更正措施可能从以下措施着手 (149)4.4.3 Corrective Action更正措施 (149)4.4.4 Precautions预防措施 (150)4.4.5 Punch List & Remedies整改清单和整改清单的完成 (150)VOLUME 5 HSE EXECUTION PLAN (156)第五卷健康、安全、环境（HSE）实施计划 (151)S ECTION 5.1 P URPOSE, P OLICY AND C OMMITMENT OF HSE (151)第 5.1节HSE管理方针、承诺和目标 (151)S ECTION 5.2 HSE ORGANIZATION CHART (152)第 5.2节HSE组织体系 (152)S ECTION 5.3 HSE TRAINING (156)第 5.3节HSE教育和培训 (156)S ECTION 5.4 I NSPECTION AND S UPERVISION (157)第 5.4节检查与监督 (157)S ECTION 5.5 S ITE HSE CONTROL (158)第 5.5节现场HSE管理 (158)S ECTION 5.6 HSE CONTROL FOR CONSTRUCTION WORK (164)第 5.6节施工作业的HSE管理 (164)S ECTION 5.7 P ROTECTION FOR MACHINE AND EQUIPMENT (175)第 5.7节机械设备防护 (175)S ECTION 5.8 S ITE SECURITY AND GUARD (175)第5.8节现场保卫 (175)S ECTION 5.9 F IELD C IVILIZATION C ONSTRUCTION MEASURE (176)第 5.9节现场文明施工措施 (176)S ECTION 5.10 E NCOURAGING METHOD FOR HSE MANAGEMENT (179)第 5.10节HSE管理激励措施 (179)S ECTION 5.11 F OR FORMS RELATING TO HSE (180)第 5.11节涉和HSE相关的表格 (180)Volume 1 Project Overview第一卷工程概况Section 1.1 Description of the Project第 1.1节项目描述1.1.1 Description of the Project项目简介XXXX Company. Expansion Factory Expansion project, which located in the north side of xxxxx Road (Spanish Industrial Park),. And this project is consist of 4 floors, and the building area is about 3719 m2,the elevation height is 24.6m. The general work scope is the indoor & outdoor engineering works, mainly including the following parts；XXXXXXX有限公司扩建厂房工程位于…………..内。
1. IntroductionThe [Owner’s Name], located at [Owner’s Address], is seeking competitive bids from qualified contractors for the construction of a new school building. The project is scheduled to begin on [Start Date] and be completed by [Completion Date]. This invitation for bids (IFB) is issued to solicit proposals from eligible contractors for the construction work described below.2. Scope of WorkThe scope of work for this project includes, but is not limited to, the following:- Construction of a new two-story school building with a total area of [Total Square Footage] square feet.- Design and installation of all structural, mechanical, electrical, and plumbing (MEP) systems.- Completion of all exterior and interior finishes, including walls, floors, ceilings, and doors.- Installation of all necessary fixtures, fittings, and equipment.- Site work, including excavation, grading, and landscaping.- Compliance with all local, state, and federal building codes and regulations.3. Bidder QualificationsAll bidders must meet the following qualifications:- Be a registered contractor in good standing with the [State Licensing Board].- Have a minimum of [X] years of experience in the construction industry, specifically in the construction of educational facilities.- Have a current general liability insurance policy with a limit of not less than $1,000,000.- Provide proof of workers’ compensation insurance and liability insurance.- Submit a list of three (3) references from previous educational facility construction projects.4. Bid SubmissionBids must be submitted in a sealed envelope marked “Bid for New School Building Construction” to:[Owner’s Name][Owner’s Address][City, State, Zip Code]Bids must be received no later than [Bid Submission Deadline] at [Bid Submission Time]. Late bids will not be considered.The bid must include the following:- A completed bid form, including the bidder’s name, address, and contact information.- A detailed description of the bidder’s experience and qualificati ons.- A comprehensive itemized bid price breakdown, including labor, materials, and equipment.- A schedule of the proposed construction timeline.- Any other information required by the Owner.5. Evaluation CriteriaThe Owner will evaluate the bids based on the following criteria:- The total bid price, with consideration given to the quality of the work proposed.- The bidder’s experience and qualifications.- The proposed construction timeline.- The quality and detail of the bid submission.6. Award of ContractThe Owner reserves the right to accept or reject any or all bids. The Owner will notify the successful bidder in writing within [X] days of the bid opening. The successful bidder will be required to execute a formal contract with the Owner within [X] days of notification.7. Contract ConditionsThe successful bidder will be required to enter into a formal contract with the Owner. The contract will include the following conditions:- A detailed scope of work.- A schedule of payment, including retainage.- A timeline for the completion of the project.- Compliance with all applicable laws, codes, and regulations.- Insurance requirements.- Dispute resolution procedures.8. Contact InformationFor any inquiries or further information, please contact:[Owner’s Name][Owner’s Address][City, State, Zip Code][Phone Number][Email Address]9. Closing DateThis invitation for bids will remain open until [Bid Submission Deadline]. All bids must be received by the closing date and time as stated above.10. Additional InformationThe Owner reserves the right to make any necessary amendments to this invitation for bids. All bidders will be notified of any changes.By submitting a bid, the bidder acknowledges that they have read, understand, and agree to all the terms and conditions of this invitation for bids.[Owner’s Name][Date]---Please note that this is a generic template for an invitation for bids. Specific details such as the owner's name, address, project size, and other requirements should be filled in accordingly.。
投标书封面及目录投标书封面及目录封面[公司名称][投标书][投标日期]目录一、背景介绍1.1 公司简介1.2 招标项目简介1.3 目标与目的二、投标理由与优势2.1 投标理由2.2 竞争优势2.2.1 人力资源优势2.2.2 技术能力优势2.2.3 经验优势2.2.4 创新能力优势三、项目执行计划3.1 项目组织架构3.2 项目管理计划3.3 项目进度计划3.4 质量管理计划3.5 风险管理计划四、技术方案4.1 技术架构4.2 功能需求与实现4.3 数据安全与保密措施 4.4 可扩展性与稳定性4.5 兼容性与适应性五、经济方案5.1 资源预算5.2 成本管理计划5.3 收益估计5.4 资金筹措计划六、质量保证措施6.1 质量管理体系6.2 质量控制措施6.3 质量评审计划6.4 质量保证措施七、经验与参考案例7.1 类似项目经验7.2 参考案例介绍八、合作机会与风险8.1 合作机会8.2 风险识别与应对措施九、附件9.1 附件一：公司资质证明 9.2 附件二：团队成员简历 9.3 附件三：项目进度计划9.4 附件四：费用预算9.5 附件五：合作协议样本 9.6 附件六：其他相关资料本文档所涉及附件如下：附件一：公司资质证明附件二：团队成员简历附件三：项目进度计划附件四：费用预算附件五：合作协议样本附件六：其他相关资料本文档所涉及的法律名词及注释：1. 法律名词1：解释12. 法律名词2：解释23. 法律名词3：解释3。
投标须知Notice for bidder1. 请投标方仔细的阅读所有招标文件中包含的内容。
Please read all documents carefully.2. 请投标方仔细阅读英文文件，并以英文文件内容为准。
Please read the English part carefully and subject to the requirements in English.3. 商务投标文件与技术投标文件，请分别制作。
投标文件原件请邮寄至“江苏省常熟市沿江经济开发区兴港路10号，江苏皮尔金顿耀皮玻璃有限公司”；请同时将投标书的电子格式文件同时发送至我公司电子邮箱： The commercial part and technical part should be separated. All original tender documents should be mailed to “Jiangsu Pilkington SYP Glass CO.,LTD.” by express. The mail address is “NO.10 Xinggang Road Changshu Econ omic Development Zone Changshu Jiangsu province, China. Postal code: 215536”Please also e-mail all documents to the follows: 投标文件以邮寄或密封在指定日期内送达到招标方要求地址。
投标截止日期为（即招标方收到投标书日期）：2008年10 月24日。
All original paper tender documents should be put in envelope and sent to the specified place within schedule time. The end date (the date of buyer receiving paper documents:2008-10-244. 我们招标文件中要求的最迟交货日期为2008年11月03日。
