The document discusses time management under the FIDIC Red Book 2017 construction contract. It outlines the key project parties, including the engineer, employer, and contractor. It then examines various time-related clauses such as the time for completion, commencement and delays, extensions of time, suspension, resumption of work, and delay damages. The payment process and typical payment events are also summarized. Finally, the document reviews FIDIC's dispute resolution provisions, including the process for claims, references to the dispute adjudication board, and potential arbitration.
A thorough analysis of FIDIC and it implication on COnstruction industry explained in this presentation for the beginners. It has been broken down to simplified version
- Having a brief of FIDIC
- Understand the steps and stages of Contract Management Using FIDIC.
- Understand the Role of PM during construction project to protect the organization Business case.
A thorough analysis of FIDIC and it implication on COnstruction industry explained in this presentation for the beginners. It has been broken down to simplified version
- Having a brief of FIDIC
- Understand the steps and stages of Contract Management Using FIDIC.
- Understand the Role of PM during construction project to protect the organization Business case.
The Second Edition of the Rainbow Suite is considerably longer, more detailed. The update addresses issues raised by users over the past 18 years and reflects current international best practice. The presentation analysis changes in Yellow & Silver Books as they apply to EPC & PPP Contracts from the perspectives of Public Entities, Contractors and Lenders.
Training Slides of Extension of Time (EOT) & Related Costs in Construction, in fullfillment of Delay Claim Expert.
Some Key-Points:
- Contentious Issues in Delay Analysis
- The SLC Protocol
For further information regarding the course, please contact:
info@asia-masters.com
www.asia-masters.com
Determination of compensation due to a grant of EOT under FIDIC Conditions creates certain issues and the Society of Construction Law has set up a Protocol to overcome most of these issues with a well laid out procedure.
Construction Contracts Management based on UK common law using more than 40 cases of law with references from the UK, USA regulations, and international rules plus some examples from standard forms of construction contracts such as JCT, NEC & FIDIC.
On 23 May 2012, McLachlan Lister's Anamaria Popescu made a presentation on "Extensions of Time - Avoiding the Traps or Taking Advantage of Them" in conjunction with well-known Australian law firm Holding Redlich
The Second Edition of the Rainbow Suite is considerably longer, more detailed. The update addresses issues raised by users over the past 18 years and reflects current international best practice. The presentation analysis changes in Yellow & Silver Books as they apply to EPC & PPP Contracts from the perspectives of Public Entities, Contractors and Lenders.
Training Slides of Extension of Time (EOT) & Related Costs in Construction, in fullfillment of Delay Claim Expert.
Some Key-Points:
- Contentious Issues in Delay Analysis
- The SLC Protocol
For further information regarding the course, please contact:
info@asia-masters.com
www.asia-masters.com
Determination of compensation due to a grant of EOT under FIDIC Conditions creates certain issues and the Society of Construction Law has set up a Protocol to overcome most of these issues with a well laid out procedure.
Construction Contracts Management based on UK common law using more than 40 cases of law with references from the UK, USA regulations, and international rules plus some examples from standard forms of construction contracts such as JCT, NEC & FIDIC.
On 23 May 2012, McLachlan Lister's Anamaria Popescu made a presentation on "Extensions of Time - Avoiding the Traps or Taking Advantage of Them" in conjunction with well-known Australian law firm Holding Redlich
What does Extension of time mean? A mechanism by which a contractor requests a longer period than had been contractually agreed in order to complete the building works. A contractor will usually make a request for an extension of time and give reasons for it. Ever found yourself caught in the construction project time warp? We get it, and we're here to guide you through the twists and turns of the "Extension of Time" saga in construction projects. Join us for a laid-back yet insightful presentation where we spill the beans on how to deal with unexpected project delays like a pro.
Episode 28 : Project Management Contract
Typical services of the employer are:
Obtaining official approvals
Commissioning experts
Provision of the documents required for planning, such as site plan, data on soil conditions etc.
Supply of utilities for commissioning
Free of charge provision of areas for site facilities
Free of charge supply of power and water to the building site.
1-The Most Leaning towers in the world_ ECP-201_Lecture 12.pdfmohamed Ismail
هل برج بيزا هو أكتر برج مائل في العالم ولا فيه أبراج أكتر منه في الميل
فيه أبراج كتيير مائلة فى العالم زى برج بيج بن فى بريطانيا و برج باجودا فى الصين و برج نيفانيسك فى روسيا و برج بيزا فى إيطاليا
يا ترى إيه لغز ميل الأبراج و السر فى ميلها
ياريت اللى عارف الإجابة يكتبلنا في الكومينتات واللى مش عارف تعالوا نعرف مع بعض حكاية كل برج إيه و مين أكتر برج مائل في العالم و إيه السر في ميل كل برج
* محاضرة غنية و فيها معلومات كتيير عن أكثر الأبراج المائلة فى العالم
1- برج ساعة بج بن فى لندن
2-أودي كيرك فى دلفت - هولندا
3- برج كنيسة سان مارتينو فيسكوفو -إيطاليا
4- برج سويمبيكا -روسيا
5-برج نيفيانسك المائل-روسيا
6- برج معبد يونيان- باجودا المائل فى الصين
7- برج بيزا المائل
8- برجا بولونيا
9- كنيسة السيدات المحبوبات على الجبل- ألمانيا
10-برج كنيسة باد فرانكنهاوزن - ألمانيا
11-معبدهوما/ شيفا فى الهند
12- برج الجرس في سورهاوزن - ألمانيا
* بعد كده هنتكلم عن السر ورا ميل الأبراج المائلة
* بعد كده هنجاوب على سؤال إزاى بيقيسوا ميل وهبوط الأبراج المائلة
و فى الآخر هنعمل مقارنة بين الأبراج المائلة و المنشأت فى مصر القديمة
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سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة و مدخل للتعريف بهبوط الأساسات
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The most leaning Towers in the world
#civil #concrete_technology
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال #trending #trend #leaningtowerofpisa
#leaningtower
#tower
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#shrinkage
#concrete
#steel #creep
#هندسة
Dynamic Load on Buildings الأحمال الديناميكية على المبانى _ECP-201_ Ch.4 _Lec...mohamed Ismail
Dynamic Load on Buildings
الأحمال الديناميكية على المبانى
موضوع سهل و بسيط لو عند ماكينات أو أوناش تأخد تأثيرها إزاى
هل تأخد قيمة وزنها بس و لا تزود الحمل شوية عشان تأخد معاك فى الاعتبار التأثير الديناميكى للهتزازات اللى بتسببها الماكينات.
هنعرف فى الفيديو ده القيم الى نزودها عشان ناخد معانا التأثير الديناميكى اللى بتسببه المعدات و الماكينات
1- تأثير المصاعد
2- تأثير الأوناش
3- تأثير الماكينات المسببة للاهنتزازات
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1- Dynamic load for elevators
2- dynamic load for cranes
3- Dynamic loads for vibrating machines
#civil #concrete_technology
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
#shrinkage #creep
#concrete
#steel #live #load
#هندسة
#الانكماش #الزحف
#dynamic #machine #crane
Creep Load of concrete_ECP-201_ Ch.4 _Lecture 9.pdfmohamed Ismail
موضوع مهم و ممتع جدا هنتعلم فيه إزاى نقدر نحسب الزحف فى الخرسانة (يعنى قيم الا نفعال الناتج من الزحف )و هندرس تأثير العوامل المؤثرة فى حدوث الزحف و نعرف الفرق بين الزحف الخطى واللاخطى
هنشرح كل ده بالأمثلة
1- مثال على الزحف الخطى
2- مثال على الزحف اللاخطى
هنشوف تأثير العوامل (الزمن و الرطوبة و مقاومة الخرسانة و قيمة الإجهاد) على الزحف
وإيه الفرق بين الزحف والانكماش على الخرسانة
و هل ممكن يحصوا فى نفس الوقت
و لو حصلوا هيكون تأثيرهم إزاى
و إزاى نسب الانفعال الناتج عنهم الاثنين
و إزاى نقيس قيم الانفعال و نحسب قيمة الانفعال الناتج من الزحف
لو العنصر الخرسانى جاف أو مبلل و لو معرض لدرجة حرارة أو انكماش
و فى الاخر هنشوف تأثير معالجة الخرسانة و طرق المعالجة على تقليل قيم الزحف
Determination of creep strain and load on concrete element with solved examples
1- Creep Linear example
2-Creep non Linear example
3-Factors affect on creep
4-relation between creep , shrinkage and time
5-how to measure creep and expansion in laboratory
6-curing effect on creep
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة
Youtube Channel:-
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#civil #concrete_technology
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
#shrinkage #creep
#concrete
#steel
#هندسة
#الانكماش #الزحف
Creep of Concrete زحف الخرسانة ECP-201_ Ch.4 _Lecture 8.pdfmohamed Ismail
محاضرة مهمة جدا هنتعرف فيها مع بعض إيه هو الزحف و وإيه العوامل المؤثرة فيه وقيم الا نفعال الناتج من الزحف و هنعرف تغير الزحف مع الزمن و تأثير الزحف على المنشأت الخرسانية
هنتكلم فى مواضيع كتيرة مهمة زي:-
1-الزحف فى الخرسانة
2-العوامل المؤثرة فى زحف الخرسانة
3-اخصائص الزحف
4-منحنى التشكل مع الزمن و تأثير الزحف عليه
5- تأثير الزحف على منحنى الإجهاد والإنفعال للخرسانة
6-قيم الانفعال الناتج عن زحف الخرسانة
7- معدل حدوث الانفعال الناتج عن زحف الخرسانة
8- التأثير السلبى للزحف على الخرسانة
9- التأثير الإيجابى للزحف على الخرسانة
10-تأثير الزحف على إجهاد الشد الناتج من الإنكماش
Creep strain and load on concrete element
Factors affect on creep
relation between creep and time
Effects of creep on concrete structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة
Youtube Channel:-
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#civil #concrete_technology
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
#shrinkage
#concrete
#steel #creep
#هندسة
#الانكماش #الزحف
ECP-201_ Ch.4 Shrinkage Load for Concrete in ECP_Lecture 7.pdfmohamed Ismail
محاضرة مهمة جدا هنتعرف فيها مع بعض إزاى نقدر نحسب الا نفعال و الحمل الناتج من الانكماش و و العوامل المؤثرة فيه و ممكن ناخد قيمته كام لو مفيش معلومات
و هل الانكماش قيمته ثابتة مع الزمن و لا متغيرة و علاقتها إيه مع الزمن
هنشرح كل ده بالأمثلة
طب لو حبينا نحسبه معمليا نحسبه إزاى
هنتعلم مع بعض
1-قيم الانكماش الاسترشادية
2-العوامل المؤثرة عند حساب الانكماش (العوامل البيئية و العوامل الخاصة بالخرسانة)
3-الفرق بين الانكماش الحر والمقيد
4-حساب حمل انكماش الجفاف عند عمر محدد
5- مثال على حساب انفعال و حمل الانكماش
6-مثال على حساب انفعال الانكماش عند أزمنة مختلفة
7- اخبارات الانكماش و التمدد معمليا
Determination of shrinkage strain and load on concrete element with solved examples
Factors affect on shrinkage
relation between shrinkage and time
how to measure shrinkage and expansion in laboratory
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة
Youtube Channel:-
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Linked In:-
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#civil #concrete_technology
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
#shrinkage
#concrete
#steel
#هندسة
#الانكماش
ECP-201_ Ch.4 Shrinkage Types of Concrete_Lecture 6.pdfmohamed Ismail
Shrinkage Types of concrete
محاضرة مهمة هنتعرف فيها مع بعض إيه هو الانكماش و بيحصل إزاى و إيه أنواعه و الأشكال المختلفة لشروخ الانكماش و قد إيه و العوامل المؤثرة فيه و كيفية تجنب حدوثه
هنتعلم مع بعض أنواع الانكماش فى الخرسانة
1-الانكماش اللدن Plastic Shrinkage
2-الانكماش الذاتى Autogenous Shrinkage
3-الانكماش بالكربنة Carbonation Shrinkage
4-الانكماش الجاف Drying Shrinkage
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة
Youtube Channel:-
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FaceBook Page:-
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#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
#shrinkage
#concrete
#steel
هنتعرف فى الفيديوده أكتر على حساب أحمال الحرارة على المبانى و المنشأت والكبارى
هنشوف الأضرار اللى ممككن تسببها ااحرارة نتيجة التمدد و الانكماش نتيجة تغير درجات الحرارة
هنشوف الأضرار على الكبارى و المنشأت المعدنية لعدم وجود فاصل تمدد حرارى كافى
هنتعلم مع بعض أشكال فواصل التمدد الحرارى فى
1- الكبارى
2- المنشأت المعدنية
3- المنشأت الخرسانية
4-مزيج من المنشأت المعدنية و الخرسانية
Egyptian code for loads on buildings and structures
Temperature loads on Bridges, Steel , concrete structures and hybrid system of buildings:-
1- Damages in Bridges due to thermal Expansion
2- Expansion joints in Bridges
3- Expansion joints in Buildings
4- Expansion joints in other structures (Railway)
5- Expansion joints in other structures (Pipeline)
6- Damages in Steel structures due to Thermal Expansion
7- Expansion joints in Steel Buildings and structures
8- Expansion joints in Concrete Buildings and structures
9- Expansion joints in Concrete structures with steel covering
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال ومناقشة موضوعات مهم جدا فى طريقة حساب الأحمال المختلفة
***********************************************************************
Youtube Channel:-
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Linked In:-
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*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Temperature
#Thermal
#Expantion
#contraction
#Bridges #steel #concrete
#Horizontal_load
ECP-201_ Ch.4 Horizontal Loads on Parapet _Lecture 3.pdfmohamed Ismail
هنتعرف فى الفيديوده أكتر على الأحمال الأفقية اللى بنستخدمها لتصميم حواجز الشرفات و الدراوى
Egyptian code for loads on buildings and structures
Horizontal Load on Parapet
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال و تجميع الأحمال المختلفة
***********************************************************************
Youtube Channel:-
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FaceBook Page:-
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Linked In:-
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*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#Horizontal_load #Parapet
ECP-201_ Ch.4 Live Load on Roofs and Examples _Lecture 2.pdfmohamed Ismail
هنتعرف فى الفيديوده أكتر على حساب الأحمال الحية على الأسقف
وهنتعرف أكثر على أنواع الأسقف من حيث الاستخدام و الجساءة و الميل
Egyptian code for loads on buildings and structures
Live load on roof types
1- Accessible rigid roof
2-Inaccessible rigid roof
3-Inaccessible flexible roof
Live load on (horizontal and sloped) roofs
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
شرح مبسط لاهم أساسيات كود الأحمال و حساب الأحمال المختلفة
***********************************************************************
Youtube Channel:-
https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-
https://www.facebook.com/groups/392964992662149
Linked In:-
https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#loads_on_buildings
#live_load
#roof
#Horizontal_load #Parapet
شرح مبسط للأحمال الحية على المبانى و المنشأت
هنتعرف على أنواع الأحمال الحية و ناخد قيمتها كام
تخفيض الأحمال الحية فى المبانى السكنية متعددة الطوابق
شرح لاهم أساسيات كود الأحمال
Egyptian code for loads on buildings and structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
Live Load on buildings and structres
Reduction of live load values
***********************************************************************
Youtube Channel:-
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*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
#live_load #Reduction_of_live_load
Dead Load -Examples_ شرح الكود المصرى للأحمال ECP-201_ Ch.3 _Lecture 2.pdfmohamed Ismail
شرح مبسط لاهم أساسيات كود الأحمال و تجميع الأحمال المختلفة
هنتعرف أكتر على الأحمال الدائمة و الثابتة والأوزان الفعلية لكثيير من المواد
Egyptian code for loads on buildings and structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
***********************************************************************
Youtube Channel:-
https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-
https://www.facebook.com/groups/392964992662149
Linked In:-
https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
شرح مبسط لاهم أساسيات كود الأحمال و تجميع الأحمال المختلفة
هنتعرف أكتر على الأحمال الدائمة و الثابتة والأوزان الفعلية لكثيير من المواد
Egyptian code for loads on buildings and structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
***********************************************************************
Youtube Channel:-
https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-
https://www.facebook.com/groups/392964992662149
Linked In:-
https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
*********************************************************************
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى #كود_الأحمال
#Design #Code #loads #analysis #lecture #webinar #building
Reliability and LRFD Specification شرح الكود المصرى للأحمال ECP-201_ Ch.2 _...mohamed Ismail
Reliability and LRFD Specification شرح الكود المصرى للأحمال ECP-201_ Ch.2 _Lecture 5.pdf
LRFD COMBINATIONS
Egyptian code for loads on buildings and structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
هنتعرف مع بعض على طريقة LRFD و مميزات استخدامها و هنقارنها مع طريقة ASD
Ultimate combinations
Load resistance factored design method
advantages of LRFD
factors for loads
factors for strength
Youtube :-https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-https://www.facebook.com/Advanced-Structures-Smart-Engineers-100680119286424/?notif_id=1649169062355891¬if_t=page_user_activity&ref=notif
Linked In:- https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
Resistance and resistance factor in LRFD شرح الكود المصرى للأحمال ECP-201_ C...mohamed Ismail
Resistance and resistance factor in LRFD شرح الكود المصرى للأحمال ECP-201_ Ch.2 _Lecture 4
LRFD COMBINATIONS & methods شرح مبسط و سهل لطريقة تجميع الأحمال LRFD هنتعرف مع بعض على طريقة LRFD و مميزات استخدامها و هنقارنها مع طريقة ASD و نعرف أكثر من فى الطريقتين اقتصاديا أحسن و تطلع قطاعات تصميمية أقل سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
Egyptian code for loads on buildings and structures Ultimate combinations Load resistance factored design method advantages of LRFD factors for loads factors for strength
Youtube :-https://www.youtube.com/.../UCRmQWyw1F1cnD.../featured
FaceBook Page:-https://www.facebook.com/Advanced-Structures-Smart-Engineers-100680119286424/?notif_id=1649169062355891¬if_t=page_user_activity&ref=notif Linked In:- https://www.linkedin.com/.../mohamed-ismail-fe-civil.../
LRFD COMBINATIONS
Egyptian code for loads on buildings and structures
سلسلة شرح الكود المصرى للأحمال على المبانى و المنشأت
هنتعرف مع بعض على طريقة LRFD و مميزات استخدامها و هنقارنها مع طريقة ASD
Ultimate combinations
Load resistance factored design method
advantages of LRFD
factors for loads
factors for strength
Youtube :-https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-https://www.facebook.com/Advanced-Structures-Smart-Engineers-100680119286424/?notif_id=1649169062355891¬if_t=page_user_activity&ref=notif
Linked In:- https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
ECP-201 Egyptian code for loads Lecture 2_Part-2
Introduction to design loads on structures and buildings according to Egyptian code.
Discussing code objectives (Performance, Durability, Aesthetic and Environment)
Also discuss Basic of load determination and code enhancement
شرح الكود المصرى للأحمال
#civil
#civil_engineering
#structure#structural_design#الكود_المصرى
#Design #Code #loads
Youtube :-https://www.youtube.com/channel/UCRmQWyw1F1cnD_XvoBhgv1Q/featured
FaceBook Page:-https://www.facebook.com/Advanced-Structures-Smart-Engineers-100680119286424/?notif_id=1649169062355891¬if_t=page_user_activity&ref=notif
Linked In:- https://www.linkedin.com/in/mohamed-ismail-fe-civil-07667478/
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
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COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Time management in fidic red book 2017(prmg080 project)
1. Time Management In Fidic Red
Book 2017
Project (PRMG-080)
MOHAMED ISMAIL KOTB
AUC ID : 700201232
SUBMITTED TO
Dr. Bahaa el shael
2. Contents
Fidic Red Book 2017
Project Parties
Agreement or Determination
Time for Completion
Commencement, Delays and Suspension
Sequence of payment
FIDIC and its Dispute Resolution Provisions
Typical Sequence of Dispute
3. Fidic Red Book 2017
• Design and Engineering (incl. BoQs) is done by Employer or Employer’s
Representative.
• Tenderers fill in their unit prices into the existing BoQs.
• Final amount is not fixed, payments are done based on the real amounts
executed. (Exceptions are available eg: lump-sum conracts).
• Employer carries the risk for contract amount increases.
• The better the design, the flawless the project implementation.
• Tender evaluations are relatively simpler.
4. Project Parties
Project
Parties
Engineer
• the person named in the
Contract Data appointed
by the Employer to act
as the Engineer for the
purposes of the Contract
Employer
• he person named as the
employer in the Contract
Data and the legal
successors in title to this
person
Contractor
• the person(s) named as
contractor in the Letter
of Tender accepted by
the Employer and the
legal successors in title
of such person(s).
5. Typical Sequence of Events in Agreement or Determination under
Sub-Clause 3.7
Scenario(1) Agreement is reached within 42 days, error found in the Engineer’s Notice of agreement and corrected
6. Typical Sequence of Events in Agreement or Determination under
Sub-Clause 3.7
Scenario(2) The Parties’ early advice that agreement cannot be reached and so Engineer’s determination is necessary,
no error in Engineer’s determination.
7. Typical Sequence of Events in Agreement or Determination under
Sub-Clause 3.7
Scenario(3) No agreement within 42 days, Engineer determines within 42 days, error found in the Engineer’s
determination and corrected.
8. The Time for Completion Sequence During Contracts for Construction
9. Commencement, Delays and Suspension(sec-8)
• 8.1 Commencement of Works
• Before the
Commencement Date
not less than 14 days
• Or
• The Commencement
Date shall be within 42
days after the
Contractor receives the
Letter of Acceptance.
Engineer(Notice
the contractor to
commence the
work)
Commence the
work
Contractor
10. Time for Completion
Time for
completion
Contractor
Whole works
complete with
in
time
Taking over of the
works & section
clause 10.1
11. 8.3Programme
Contractor
• submit an initial
programme for the
execution of the Works
to the Engineer within
28 days after receiving
the Notice
Commencement of
Works.
• submit a revised
programme for the
actual progress of the
Works.
Engineer
• Review the initial
programme and gives
the notice within 21
days after receiving the
initial programme
• Review each revised
programme and gives
the notice within 14
days after receiving a
revised programme
The Contractor shall
submit a revised
programme within 14
days after receiving this
Noticeto the Engineer
Notice of No-objection
• The Contractor shall
proceed in
accordance with the
Programme
Engineer
give the
Notice
Yes
No
12. Initial programme
initial
programme
Commencement
Date and the
Time for
Completion
the date right of
access to and
possession of
the Site
Execution
strategy
the order of
execution works
timing of each
stage of
Design (if any) Procurement
Submission of
documents
construction,
erection,
installation
nominated
Subcontractor
works
Testing &
inspection
Schedule & WBS
all activities
Logically linked
the earliest,
latest start,
finish dates and
the float
the critical path
Milestones
13. Revised programme
Revised
programme
Progress
actual progress
to date
Delays
any delay to such
progress
effects of delay
Prosals to
overcome the
effects of any delay
Supporting report
Execution works
Execution
Method
Required recourses
Personnel Equipment
significant
change(s)
14. 8.4 Advance Warning
• The Engineer may request the Contractor to submit a proposal under
Sub-Clause 13.3.2 [Variation by Request for Proposal] to avoid or
minimize the effects of such event(s) or circumstance(s).
15. 8.5 Extension of Time for Completion
• The Contractor shall be entitled subject to Sub-Clause 20.2 [Claims
• For Payment and/or EOT] to Extension of Time if and to the extent
that
• completion for the purposes of Sub-Clause 10.1 [Taking Over the
Works and
• Sections] is or will be delayed by any of the following causes:
Measure works
which increases
the quantity
more than
10%causes a
delay to
completion
Contractor
• Review
measured
quantities
• Increase, but
not decrease
the total EOT
Engineer
16. 8.5 Extension of Time for Completion (EOT)
EOT
Causes
Variation
Unforeseen
climatic
conditions
Unavailabilit
y of labor,
material,or
equipment
Delays
caused by
the employer
Assessed in
accordance
rules and procedures
stated in the Special
Provisions
as appropriate taking
due regard of all
relevant
circumstances).
Concurrent Delay
17. 8.6 Delays Caused by Authorities
DelaysCaused
byAuthorities
Contractor has diligently followed the
procedures laid down by the relevant
legally constituted public authorities
authorities or entities delay or disrupt the
Contractor’s work
delay or disruption was Unforeseeable,
Contractor consider Clause 8.4 (EOT for
completion)
18. 8.7 Rate of Progress
1- slow progress to complete the Works
2- progress has fallen (or will fall) behind the Programme
3- the initial programme has not yet become the Programme
1-instruct the Contractor to submit the revised methods to expedite progress and complete the Works
2-gives a Notice to the Contractor stating otherwise, the Contractor shall adopt these revised methods
1-if these revised methods cause the Employer to incur additional costs, the Employer shall be entitled subject to
Sub-Clause 20.2 [Claims For Payment and/or EOT] to payment of these costs by the Contractor, in addition to Delay
Damages (if any).
2-termination under Sub-Clause 15.2 [Termination for Contractor’s Default] before completion of the Works. These
Delay Damages
Contractor
Engineer
Employer
19. 8.8 Delay Damages
Delay Damages
Contractor
Fails to comply with
Sub-Clause 8.2 [Time
for Completion]
Fraud, gross
negligence,
deliberate default or
reckless misconduct
by the Contractor.
Employer
[Claims ForPayment
and/or EOT] to
payment of Delay
Damages by the
Contractor
Delay Damages shall
be the amount stated
in the Contract Data
paid for every day
between the relevant
Time and relevant
Date of Completion
of the Works
20. 8.9 Employer’s Suspension
• protect, store and
secure such part or all
of the Works against
any deterioration, loss
or damage
Contractor
• instruct to suspend
progress of part or all of
the Works
• state the date and
cause of the suspension
Engineer
21. 8.10 Consequences of Employer’s Suspension
Contractor entitled to EOT, or to
payment of the Cost incurred
• If the Contractor suffers delay and/or incurs
Cost from complying with an Engineer’s
instruction under Sub-Clause 8.9 [Employer’s
Suspension] and/or from resuming the work
under Sub-Clause 8.13 [Resumption of Work]
Contractor not entitled to EOT, or to payment
of the Cost incurred, in making good:
• (a) the consequences of the Contractor’s faulty or defective
• (b) any deterioration, loss or damage caused by the Contractor
22. 8.11 Payment for Plant and Materials after Employer’s
Suspension
Materials which have not
been delivered to Site, if:
the work on Plant, or delivery
of Plant and/or Materials, has
been suspended for more
than 28 days and
the Plant and/or Materials
were scheduled, and ready
for delivery to the Site during
the suspension period
reasonable evidence that the
Plant and/or Materials
comply with the Contract
the Contractor has marked
the Plant and/or Materials as
the Employer’s property in
accordance with the
Engineer’s instructions.
The Contractor shall be
entitled to
payment of the value Plant
and/or Materials which have
not been delivered to Site if
23. 8.12 Prolonged Suspension
Suspension has
continued for more than 84 days
The Contractor may give a Notice
to the Engineer
requesting permission to proceed
If the Engineer does not give a
Notice within 28 days
after receiving the Contractor’s
Notice
the Contractor may agree to a
further suspension in which case
the Parties may agree the EOT
and/or Cost Plus Profit, and/or
payment for suspended Plant
and/or Materials, arising from
the total period of suspension
if the Parties not agree after
giving a (second) Notice to the
Engineer, treat the suspension as
an omission of the affected part
of the Works with immediate
effect including release from any
further obligation to protect,
store and secure
If the suspension affects the
whole of the Works, the
Contractor may give a Notice of
termination
24. 8.13 Resumption of Work
Engineer
• Give Notice to
the contractor
to proceed
the suspended
work
Contractor
• resume work
after receiving
the Notice
from the
Engineer
Engineer
• record any
deterioration,
loss, damage
or defect in
the Works or
Plant or
Materials
during the
suspension
Contractor
• Make good all
such
deterioration,
loss, damage
or defect to
comply with
the Contract
26. FIDIC 1999 and its Dispute Resolution Provisions
FIDIC Procedure for Employer/Contractor’s Claims
28 day Notice of Claim to Engineer
42 day “Fully Detailed Claim”
to Engineer
“Final Claim” 28 days after end of effects
42 days after receipt of claim
Engineer’s Response
Clause 3.5 Engineer to“Agree or Determine”
Clause 20.1
Contractor’s Claims
Clause 3.5
Determinations
Agreement/Determination
given effect unless revised under Clause 20
27. FIDIC 1999 and its Dispute Resolution Provisions(cont.)
Reference to Dispute Adjudication Board (DAB)
(1 or 3 people)
DAB Decision
within 84 days of reference
“Amicable Settlement” stage
ICC Arbitration
within 56 days after Notice of Dissatisfaction
Clause 20.2
Clause 20.4
Clause 20.5
Clause 20.6
No Notice of Dissatisfaction
within 28 days of Decision
Notice of Dissatisfaction
within 28 days after 84 days of reference
No DAB Decision
within 84 days of reference
Notice of Dissatisfaction
within 28 days of Decision
DAB Decision
final and binding
28. FIDIC 1999 and its Dispute Resolution Provisions(cont.)
Employer or Engineer gives
notice and particulars to Contractor
Clause 3.5 Engineer to
“Agree or Determine”
Clause 2.5
Employer’s Claims
Clause 3.5
Determinations
Reference to Dispute Adjudication Board (DAB)
(1 or 3 people)
“Amicable Settlement” stage
ICC Arbitration
within 56 days after Notice of Dissatisfaction
Clause 20.5
Clause 20.6
Clauses 20.2 and 20.4
(See previous diagram for
full Clause 20.4 procedure)
Agreement/Determination given
effect unless revised
under Clause 20
29. FIDIC 2017 and its Dispute Resolution Provisions
Event for Claim
28 day Notice of Claim to
Engineer
(No) the claiming Party shall
not be entitled to any claim
Engineer shall give a Notice
to the claiming Party, within
14 days after receiving the
Notice of Claim
(No) valid Notice
(yes) the other Party
disagrees &review by
the Engineer
Fully Detailed claim
84 days after the event
giving rise to the Claim
the Engineer shall, within
14 days after this time limit
has expired, give a Notice to
the claiming Party
accordingly.