The document outlines a claim analysis for a mechanical contract for an upgrade to a mill plant that was delayed due to late equipment delivery, defective equipment, drawing revisions, and lack of access to work areas. It analyzes the causes of over 85 days of delay and over $2.8 million in damages from unpaid change orders, loss of profit, indirect costs, and loss of productivity. The contractor is submitting this claim against the engineer who terminated the $2.5 million lump sum contract with only $1.8 million in total payment.
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
Session W2 - Delay Claims and Analysis Based on FIDIC Forms of ContractProject Controls Expo
The document discusses various methods for analyzing delays on construction projects, with a focus on analyzing delays according to FIDIC forms of contract. It begins by defining delay and disruption, and the purposes of extension of time clauses. It then outlines common delay analysis methodologies, including as-planned vs as-built, impacted as-planned, collapsed as-built, and time impact analysis. Finally, it summarizes FIDIC claims provisions and how they relate to extensions of time, costs, and potential claims for profit.
The document provides an overview of extension of time claims, including definitions, triggers, contractual completion dates, key components, schedule integrity, documentation requirements, responsibility assignment, analysis techniques, and presentation best practices. An extension of time is a reimbursement of time granted to a contract party to compensate for delays outside their control. Triggers include delays impacting the critical path. Strong documentation and schedule integrity are essential, as is assigning responsibility according to the contract. Various analysis techniques can be used depending on the complexity, including as-planned vs as-built comparisons, windows analysis, and impacted as-planned schedules. Presentation should include documentation, graphical schedule representations, and a concise written explanation.
Quantify Construction Damages related to Delay, disruption, and inefficienciesMichael Pink
Learn how to quantify damages related to delay, disruption and inefficiencies on Construction projects. Convert your delays and impacts into cost claims with this proven process.
FIDIC is an international federation of consulting engineers that publishes standard forms of contract. It was founded in 1913 and is headquartered in Geneva. Some of FIDIC's most well-known standard forms include the Red, Yellow, and Silver Books. The Red Book covers construction projects, the Yellow Book covers electrical and mechanical works, and the Silver Book covers EPC/turnkey projects. FIDIC contracts establish important procedures like priority of contract documents, the engineer's role, extensions of time, insurance requirements, and dispute resolution processes involving negotiation, mediation, and arbitration.
Extension of Time (EoT) in Construction Project presentationAyush Joshi
The document discusses extension of time (EOT) in construction projects. It outlines factors that can cause delays and qualify for an EOT, including weather, site conditions, design issues, and delays by owners or other contractors. It also summarizes requirements for applying for and approving EOTs according to standard contract forms and Nepalese law. Contractors must apply before the deadline and prove delays were outside their control. EOT approval depends on the length of extension needed and requires investigation by the owner. Liquidated damages may be assessed for contractor delays, but contracts also provide rewards for early completion.
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
Session W2 - Delay Claims and Analysis Based on FIDIC Forms of ContractProject Controls Expo
The document discusses various methods for analyzing delays on construction projects, with a focus on analyzing delays according to FIDIC forms of contract. It begins by defining delay and disruption, and the purposes of extension of time clauses. It then outlines common delay analysis methodologies, including as-planned vs as-built, impacted as-planned, collapsed as-built, and time impact analysis. Finally, it summarizes FIDIC claims provisions and how they relate to extensions of time, costs, and potential claims for profit.
The document provides an overview of extension of time claims, including definitions, triggers, contractual completion dates, key components, schedule integrity, documentation requirements, responsibility assignment, analysis techniques, and presentation best practices. An extension of time is a reimbursement of time granted to a contract party to compensate for delays outside their control. Triggers include delays impacting the critical path. Strong documentation and schedule integrity are essential, as is assigning responsibility according to the contract. Various analysis techniques can be used depending on the complexity, including as-planned vs as-built comparisons, windows analysis, and impacted as-planned schedules. Presentation should include documentation, graphical schedule representations, and a concise written explanation.
Quantify Construction Damages related to Delay, disruption, and inefficienciesMichael Pink
Learn how to quantify damages related to delay, disruption and inefficiencies on Construction projects. Convert your delays and impacts into cost claims with this proven process.
FIDIC is an international federation of consulting engineers that publishes standard forms of contract. It was founded in 1913 and is headquartered in Geneva. Some of FIDIC's most well-known standard forms include the Red, Yellow, and Silver Books. The Red Book covers construction projects, the Yellow Book covers electrical and mechanical works, and the Silver Book covers EPC/turnkey projects. FIDIC contracts establish important procedures like priority of contract documents, the engineer's role, extensions of time, insurance requirements, and dispute resolution processes involving negotiation, mediation, and arbitration.
Extension of Time (EoT) in Construction Project presentationAyush Joshi
The document discusses extension of time (EOT) in construction projects. It outlines factors that can cause delays and qualify for an EOT, including weather, site conditions, design issues, and delays by owners or other contractors. It also summarizes requirements for applying for and approving EOTs according to standard contract forms and Nepalese law. Contractors must apply before the deadline and prove delays were outside their control. EOT approval depends on the length of extension needed and requires investigation by the owner. Liquidated damages may be assessed for contractor delays, but contracts also provide rewards for early completion.
The document discusses various types of construction claims including delay claims, labor productivity claims, defects claims, force majeure claims, acceleration claims, suspension and termination claims, and differing site conditions claims. It also discusses various methods for analyzing schedule delays such as windows analysis, time impact analysis, collapsed as-built, impacted as-planned, and as-planned vs. as-built analysis.
Construction Claims generally comes up between two parties of the construction contracts, and there can be several reasons which result in a claim such as a delay in the project, uninformed changes, misinformation, unforeseen circumstances and general conflicts. In UAE, as the constructions are on the rise, so the disputes are. Professional construction claims consultants Dubai offering services protecting the values of both the clients and the contractors.
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
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
FIDIC 2016 Day01-1450 Managing Claims Under FIDIC, PPT Adrias TanAdrias TAN
The document discusses managing claims under FIDIC contracts. It covers topics such as differentiating claims from variations, minimizing claims, pursuing claims, notices of claim requirements, enforcing condition precedents for notices, detailed particulars of a claim, and the engineer's obligations. The document provides contractual context and compares the common law and civil law approaches to claims. It also analyzes relevant case law on enforcing condition precedents and the engineer's failure to respond to claims.
Here are the roles of the contract parties if unforeseen physical conditions were experienced on the site based on the FIDIC Red Book 1999:
Case 1 (Contractor):
- Notify the Engineer in writing with details of the conditions encountered.
- Suspend work in the affected area until receiving instructions from the Engineer.
- Be entitled to an extension of time and payment of any additional costs arising from the conditions.
Case 2 (Engineer):
- Inspect the site conditions upon receiving notice from the Contractor.
- Determine whether the conditions were actually unforeseen based on the contract definition.
- If determined to be unforeseen, instruct a variation in work along with granting an extension
- 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.
Time management in fidic red book 2017(prmg080 project)mohamed Ismail
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.
The document provides an overview of a training course on FIDIC forms of contracts. It discusses the history and objectives of FIDIC and their various standard form contracts, including the Red, Yellow, Silver, and Green books. It also outlines some of the key features and clauses of the FIDIC contracts, such as the roles of the engineer and communication procedures. The training course will cover topics like risk management, procurement strategies, and dispute resolution in FIDIC contracts over the course of several lectures.
This document discusses various approaches to analyzing delays in construction projects, including As-Planned vs As-Built, Impacted As-Planned, Collapsed As-Built, and Time Impact Analysis using snapshot and window approaches. It defines key delay analysis terms and provides examples of inserting delays into schedules and calculating extension of time and costs using different methods. The preferred approach discussed is window-based Time Impact Analysis, which divides a project into time windows and compares schedules to determine delay impacts at different points in time. Concurrent delays that cannot be separated are generally only entitled to extension of time but not additional costs.
The contractor can submit a claim to the engineer within 28 days of an event occurring or its effects ending. The contractor must then submit details of the claim within 42 days, or a period agreed with the engineer. If the engineer rejects the claim or does not respond, either party can refer the dispute to the dispute board for resolution.
This document provides information about FIDIC forms of contracts and procedures related to project start, implementation period, project duration, schedule and program submission and approval, extension of time, tests on completion, and employer's taking over. It includes 6 lecture slides that discuss topics like commencement date, time for completion, programme of works, extension of time procedure, tests on completion requirements, and conditions for employer's taking over including issuance of taking over certificates. Contact details are also provided for the lecturer.
FIDIC forms are standard forms of contract published by FIDIC that are commonly used for international construction projects. The key forms discussed in the document are the Red Book for civil engineering works, Yellow Book for E&M works, and newer forms from 1999 including construction, plant & design-build, and EPC contracts.
The document then provides a detailed overview of key clauses in the FIDIC Construction Contract, covering topics like the roles of employer and engineer, requirements for the contractor, payments, variations, defects liability, and termination procedures. It explains administrative processes and rights/obligations of the different parties under the contract.
Building contracts define responsibilities and allocate risk between parties in a construction project. The Joint Contracts Tribunal provides standard forms of building contracts for different project sizes and types. The key parties are the employer/owner and contractor. Contracts establish risk management by apportioning risks like delays or unsatisfactory work between the parties.
This document provides an overview of EPC (engineering, procurement and construction) contracts. It defines EPC contracts and explains that they make the contractor solely responsible for engineering, procurement and construction. The document outlines the key components, features and contractual technicalities of EPC contracts including single-point responsibility, fixed payment terms, and allocation of risks. It also discusses advantages and disadvantages, the bidding process, important contract clauses, and dispute resolution mechanisms for EPC contracts.
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
This document provides a presentation on design and build contracts under FIDIC contracts. It discusses what FIDIC is, its origins and vision. It then discusses design and build procurement, highlighting advantages like price certainty and single point responsibility, as well as disadvantages like reduced employer control. It outlines the roles of different parties in traditional vs design and build arrangements. It also summarizes key clauses and details in FIDIC's Orange Book and Yellow Book for design and build and turnkey contracts. Sample questions and answers are provided to illustrate how situations would be addressed under the FIDIC contracts.
Project Controls Expo 09 Nov 2011, London - DELAY AND FORENSIC ANALYSIS By Ro...Project Controls Expo
Delay in Construction Contracts: • On-going phenomenon
• Introduction of Critical Path Method (‘CPM’) • Prospective or retrospective analysis
• Observational or modelled
• Dynamic or Static
• Common Methodologies
Contractor’s ability to mitigate damages can be limited if coupled with uncertainty of the duration of the delay. HOOH is recoverable in certain prolonged delay situations and has been granted by courts and amicable settlements for more than half a century. The Contractor may recover the return that he would have achieved on other work had his resources not been detained on the Works due to the delay. The presentation highlights the different formulae used in the calculations and conditions precedent to do so.
TCC is working on emergency repair works at several locations for ANTARA including MARBELLA-114, MONACO-38, and CAPRI STREET-44. The upcoming Eid holiday may cause delays to the project timeline. TCC must prepare documentation like a method statement, materials list, and investigation schedule. They have completed works at some locations and are 50% complete at others, addressing issues like water leaks, duct sealing, and flooring repairs.
This document provides an overview of the objectives, schedule, and activities for a 3-month industrial training program in the piping section of Malaysia Marine and Heavy Engineering's Offshore Business Unit. The training is focused on providing exposure to engineering processes in the oil and gas industry and developing work skills through hands-on guidance. Over the course of 12 weeks, trainees will cover topics like piping fundamentals, materials procurement, welding techniques, piping standards, and more. They will gain an understanding of the responsibilities of engineers and improve their technical and soft skills.
The document discusses various types of construction claims including delay claims, labor productivity claims, defects claims, force majeure claims, acceleration claims, suspension and termination claims, and differing site conditions claims. It also discusses various methods for analyzing schedule delays such as windows analysis, time impact analysis, collapsed as-built, impacted as-planned, and as-planned vs. as-built analysis.
Construction Claims generally comes up between two parties of the construction contracts, and there can be several reasons which result in a claim such as a delay in the project, uninformed changes, misinformation, unforeseen circumstances and general conflicts. In UAE, as the constructions are on the rise, so the disputes are. Professional construction claims consultants Dubai offering services protecting the values of both the clients and the contractors.
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
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
FIDIC 2016 Day01-1450 Managing Claims Under FIDIC, PPT Adrias TanAdrias TAN
The document discusses managing claims under FIDIC contracts. It covers topics such as differentiating claims from variations, minimizing claims, pursuing claims, notices of claim requirements, enforcing condition precedents for notices, detailed particulars of a claim, and the engineer's obligations. The document provides contractual context and compares the common law and civil law approaches to claims. It also analyzes relevant case law on enforcing condition precedents and the engineer's failure to respond to claims.
Here are the roles of the contract parties if unforeseen physical conditions were experienced on the site based on the FIDIC Red Book 1999:
Case 1 (Contractor):
- Notify the Engineer in writing with details of the conditions encountered.
- Suspend work in the affected area until receiving instructions from the Engineer.
- Be entitled to an extension of time and payment of any additional costs arising from the conditions.
Case 2 (Engineer):
- Inspect the site conditions upon receiving notice from the Contractor.
- Determine whether the conditions were actually unforeseen based on the contract definition.
- If determined to be unforeseen, instruct a variation in work along with granting an extension
- 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.
Time management in fidic red book 2017(prmg080 project)mohamed Ismail
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.
The document provides an overview of a training course on FIDIC forms of contracts. It discusses the history and objectives of FIDIC and their various standard form contracts, including the Red, Yellow, Silver, and Green books. It also outlines some of the key features and clauses of the FIDIC contracts, such as the roles of the engineer and communication procedures. The training course will cover topics like risk management, procurement strategies, and dispute resolution in FIDIC contracts over the course of several lectures.
This document discusses various approaches to analyzing delays in construction projects, including As-Planned vs As-Built, Impacted As-Planned, Collapsed As-Built, and Time Impact Analysis using snapshot and window approaches. It defines key delay analysis terms and provides examples of inserting delays into schedules and calculating extension of time and costs using different methods. The preferred approach discussed is window-based Time Impact Analysis, which divides a project into time windows and compares schedules to determine delay impacts at different points in time. Concurrent delays that cannot be separated are generally only entitled to extension of time but not additional costs.
The contractor can submit a claim to the engineer within 28 days of an event occurring or its effects ending. The contractor must then submit details of the claim within 42 days, or a period agreed with the engineer. If the engineer rejects the claim or does not respond, either party can refer the dispute to the dispute board for resolution.
This document provides information about FIDIC forms of contracts and procedures related to project start, implementation period, project duration, schedule and program submission and approval, extension of time, tests on completion, and employer's taking over. It includes 6 lecture slides that discuss topics like commencement date, time for completion, programme of works, extension of time procedure, tests on completion requirements, and conditions for employer's taking over including issuance of taking over certificates. Contact details are also provided for the lecturer.
FIDIC forms are standard forms of contract published by FIDIC that are commonly used for international construction projects. The key forms discussed in the document are the Red Book for civil engineering works, Yellow Book for E&M works, and newer forms from 1999 including construction, plant & design-build, and EPC contracts.
The document then provides a detailed overview of key clauses in the FIDIC Construction Contract, covering topics like the roles of employer and engineer, requirements for the contractor, payments, variations, defects liability, and termination procedures. It explains administrative processes and rights/obligations of the different parties under the contract.
Building contracts define responsibilities and allocate risk between parties in a construction project. The Joint Contracts Tribunal provides standard forms of building contracts for different project sizes and types. The key parties are the employer/owner and contractor. Contracts establish risk management by apportioning risks like delays or unsatisfactory work between the parties.
This document provides an overview of EPC (engineering, procurement and construction) contracts. It defines EPC contracts and explains that they make the contractor solely responsible for engineering, procurement and construction. The document outlines the key components, features and contractual technicalities of EPC contracts including single-point responsibility, fixed payment terms, and allocation of risks. It also discusses advantages and disadvantages, the bidding process, important contract clauses, and dispute resolution mechanisms for EPC contracts.
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
This document provides a presentation on design and build contracts under FIDIC contracts. It discusses what FIDIC is, its origins and vision. It then discusses design and build procurement, highlighting advantages like price certainty and single point responsibility, as well as disadvantages like reduced employer control. It outlines the roles of different parties in traditional vs design and build arrangements. It also summarizes key clauses and details in FIDIC's Orange Book and Yellow Book for design and build and turnkey contracts. Sample questions and answers are provided to illustrate how situations would be addressed under the FIDIC contracts.
Project Controls Expo 09 Nov 2011, London - DELAY AND FORENSIC ANALYSIS By Ro...Project Controls Expo
Delay in Construction Contracts: • On-going phenomenon
• Introduction of Critical Path Method (‘CPM’) • Prospective or retrospective analysis
• Observational or modelled
• Dynamic or Static
• Common Methodologies
Contractor’s ability to mitigate damages can be limited if coupled with uncertainty of the duration of the delay. HOOH is recoverable in certain prolonged delay situations and has been granted by courts and amicable settlements for more than half a century. The Contractor may recover the return that he would have achieved on other work had his resources not been detained on the Works due to the delay. The presentation highlights the different formulae used in the calculations and conditions precedent to do so.
TCC is working on emergency repair works at several locations for ANTARA including MARBELLA-114, MONACO-38, and CAPRI STREET-44. The upcoming Eid holiday may cause delays to the project timeline. TCC must prepare documentation like a method statement, materials list, and investigation schedule. They have completed works at some locations and are 50% complete at others, addressing issues like water leaks, duct sealing, and flooring repairs.
This document provides an overview of the objectives, schedule, and activities for a 3-month industrial training program in the piping section of Malaysia Marine and Heavy Engineering's Offshore Business Unit. The training is focused on providing exposure to engineering processes in the oil and gas industry and developing work skills through hands-on guidance. Over the course of 12 weeks, trainees will cover topics like piping fundamentals, materials procurement, welding techniques, piping standards, and more. They will gain an understanding of the responsibilities of engineers and improve their technical and soft skills.
This close out report summarizes the completion of the Copham Hospital project. It describes how all work was formally accepted by consultants and authorities, though some remedial works remain. Time performance was 35 days behind schedule due to client change orders and weather, while costs increased by £760,000 primarily because of change orders and contractor prolongation costs. Quality issues were minor with 18 non-conformance reports addressed. Lessons learned include obtaining all stakeholder requirements upfront to avoid changes, allowing more design time, and protecting floors during commissioning.
Causes of Delay in Construction of Bridge GirdersIOSR Journals
The document discusses causes of delay in the construction of bridge girders for a three-span bridge over the Sabarmati River in Gandhinagar, Gujarat, India. It analyzes the planned versus actual construction schedules, finding total delays of 75 days. Major causes of delay included insufficient equipment capacity, lack of materials and skilled labor, delays in design approvals, labor issues, and use of conventional construction methods. The document categorizes common causes of construction delays and identifies responsible parties.
Causes of Delay in Construction of Bridge GirdersIOSR Journals
This document analyzes the causes of delay in the construction of bridge girders for three spans of a major bridge across the Sabarmati River in Gandhinagar, Gujarat, India. Data was collected on the planned versus actual construction schedules. The total delay was found to be 75 days, with various activities like staging work, shuttering work, and reinforcement fixing experiencing delays. Major causes of delay included insufficient equipment capacity, lack of skilled labor, delays in design drawings, and poor site management. The contractor was found to be primarily responsible for these delays through issues like inadequate planning, site layout, and labor productivity.
Causes of Delay in Construction of Bridge GirdersIOSR Journals
This document analyzes the causes of delay in the construction of bridge girders for three spans of a major bridge across the Sabarmati River in Gandhinagar, Gujarat, India. Data was collected on the planned versus actual construction schedules. The total delay was found to be 75 days, with various activities like staging work, shuttering work, and reinforcement fixing experiencing delays. Major causes of delay included insufficient equipment capacity, lack of skilled labor, delays in design drawings, and poor site management. The contractor was found to be primarily responsible for these delays through issues like inadequate planning, site layout, and labor productivity.
This document analyzes the causes of delay in the construction of bridge girders for three spans of a major bridge across the Sabarmati River in Gandhinagar, Gujarat, India. Data was collected on the planned versus actual construction schedules. The total delay was found to be 75 days, with various activities like staging work, shuttering work, and reinforcement fixing experiencing delays. Major causes of delay included insufficient equipment capacity, lack of materials and skilled labor, delays in design drawings, poor site management, and labor issues. The contractor was found to be primarily responsible for these delays through inadequate site planning, labor inefficiencies, and lack of supervision and expertise.
Construction Futures Wales - NEC Workshop - Importance of Program Control & M...Rae Davies
The document discusses the importance of programme control and management under the NEC3 construction contract. It begins with an overview of NEC3 contracts and their core clauses. It then discusses key aspects of programme management under NEC3 such as the requirement for an accepted programme, its importance in assessing compensation events, and requirements for keeping it updated. The document emphasizes that the programme is a critical management tool under NEC3 and its acceptance is important for objective assessment of delays and compensation events.
This document discusses process engineering and process planning. It covers topics such as the steps involved in process planning, different approaches to process planning like variant and generative process planning, factors that affect process plan selection, and advantages and challenges of computer-aided process planning. The document provides examples of process plans and discusses considerations in manual and automated process planning like interpreting drawings, selecting machines and tools, and sequencing operations.
This document summarizes a kaizen event aimed at reducing wiring rework hours in a metal clad production line. The event agenda included creating a process flow diagram and failure mode and effects analysis to identify causes of rework. An action plan was developed to reduce rework costs and defects in the short and long term. Metrics such as rework cost, hours and defects were identified to measure progress. The timeline laid out the define, measure, analyze, improve and control phases. Engineering and production teams participated in the event to improve wiring processes.
The document summarizes an internship project conducted by Shreyansh Jhanwar at SKH Metals Limited to improve productivity in the YCA suspension frame line. Key points:
1) Data was collected on current productivity levels which were below targets. Root causes of low productivity like operator issues, equipment issues and process defects were identified using analysis tools.
2) Corrective actions like operator training, equipment repairs, process standardization were implemented. Verification showed productivity improved by 7.38% with time savings of 11 minutes per day.
3) The internship helped gain experience in manufacturing processes, quality management tools, project management and relationship building which provided valuable learning outcomes.
This document discusses process engineering and manufacturing planning. It covers topics like process planning, product realization, process planning classification, generative versus variant process planning approaches, feature-based representations, and manufacturing features. The key points are that process planning determines the steps to manufacture a designed part, it has moved from manual to computer-aided methods, and representations need to capture both geometric and technological information about the part in a format a computer can understand for automated planning.
EXTENSION OF TIME CLAIMS IN OIL AND GAS CONSTRUCTION PROJECTSHossamNegidaPMPRMPPS
This document is dedicated to projects especially in Oil and Gas field wherein, in light of rapid and continuous development of the construction process and under intense competition in order to acquire reasonable profits, they are facing naturally lot of delays and disruptions which lead to exert huge efforts for proving these delays.
Disputes can arise on construction projects from uncertainties, contractual issues, and behaviors. Common causes of disputes include delays, design errors, differing site conditions, and changes in requirements. Standard contracts provide dispute resolution processes that typically involve the engineer making a decision first, followed by negotiations, adjudication, and possibly arbitration. The best practices for resolving disputes emphasize preventing disputes, being flexible, intervening early, and using alternative dispute resolution methods.
The document summarizes Shell's experience installing 251 centrifugal pumps for its Scotford Upgrader Expansion 1 project. Key lessons learned are discussed from the design, procurement, construction, and startup phases. During construction, over 1000 deficiencies were found and over 300 non-conformance reports were issued. Strict adherence to standards like API 686 was important for successful leveling, alignment and grouting of pumps. Continuous temperature control and cleaning were also essential for preservation and installation.
The document summarizes the agenda and discussions from a management review meeting at Alghanim International General Trading & Contracting Co. The meeting covered a range of topics required by the company's quality management system including: reviewing actions from the previous meeting, internal and external issues, quality policies, customer and supplier feedback, process and product conformity, compliance obligations, audit results, resource adequacy, risks and opportunities, emergency drills, and areas for improvement. Key discussion points included customer complaints, nonconformities across projects, supplier performance, and strengthening centralized document management and contractor qualification.
The document discusses FIDIC contracts and liquidated damages in the Middle East construction industry. It provides an overview of key FIDIC contracts and the roles of the employer, contractor and engineer. It examines clauses related to extensions of time, delays and claims processes. The document also analyzes the engineer's role in determining extensions of time and delays. Finally, it discusses the differences between unliquidated damages, liquidated damages, and how these concepts are approached in the legal systems of Qatar and the UAE.
The document discusses process engineering and manufacturing planning. It covers topics like process planning, product realization, process planning classification, and generative versus variant process planning approaches. Process planning involves determining the necessary machining processes, parameters, machines, tools, and sequences to convert a part from its initial to final form based on engineering drawings and designs. Effective process planning requires understanding manufacturing processes, resources, materials, and cost considerations.
This document discusses foundations in permafrost soil. It begins by defining permafrost and where it can be found. It then discusses different types of permafrost, including thaw-stable and thaw-unstable types. The document outlines various foundation designs for buildings in permafrost regions, including slurry pile foundations, driven piles, and natural convection pile foundations. It also discusses surface foundations using post and pad designs. The document emphasizes maintaining air flow beneath elevated foundations to protect the permafrost.
This document discusses a case study of the escalators in the Henry F. Hall building at Concordia University. It summarizes that the escalators were originally installed in 1966 and were experiencing increasing maintenance and energy costs. A decision was made in 2010 to modernize the escalators due to the aging infrastructure and increased student population. The modernization project, which was completed in 2012 for $15 million, replaced all 17 escalators with new models and implemented a single-source outsourcing contract for maintenance. The modernized escalators are estimated to save on energy and maintenance costs over their projected 25-30 year lifespan.
1) The construction industry has one of the highest rates of work-related injuries, though numbers have fallen in recent decades due to improved safety standards. Project managers are legally responsible for ensuring workplace health and safety compliance.
2) A comprehensive health and safety program includes policies, objectives, training, inspections, incident reporting, emergency procedures and medical support. It also requires management and employee participation through joint safety committees.
3) A case study from Singapore described a fatal scaffolding accident caused by permit to work failures, lack of safety equipment and supervision. Proper training, safe equipment, safety programs and inspections could have prevented it.
The document presents an economic feasibility study for three residential development alternatives in Montreal: 1) Retrofitting and selling an existing property, 2) Constructing and selling a new 4-storey building, and 3) Constructing and then selling and renting units in a new 4-storey building. It describes the proposed properties, provides cost and income projections for each alternative, lists key assumptions, and presents analyses of cash flows, returns, and risks for evaluating and comparing the alternatives.
The document provides a transportation systems analysis of Montréal-Nord, a borough of Montreal with high demand for transportation due to low income and difficulty accessing services by transit. It outlines data collection on demographics, travel patterns, and transportation infrastructure from sources like census data and GTFS files. Analysis using Excel and QGIS examined travel demand through regression modeling and origin-destination tables, as well as transportation supply by mapping bus lines and modeling peak period trips. Key findings identified paths with high car use and potential for increased public transit ridership.
This document discusses three methods of tight-fit lining pipe rehabilitation: subline and pre-folded lining, rolldown, and swagelining. For each method, it describes the materials used, primarily high-density polyethylene (HDPE) pipe, as well as the processes involved including pipe cleaning, installation of the liner pipe into the host pipe via diameter reduction techniques, reversion of the liner pipe to its original shape, and reconnection of service connections. Key differences between the methods such as available pipe diameters, lengths, degree of diameter reduction, and reversion processes are also compared.
1. Claim Analysis
1
Group 7:
Ali Zahedi Anaraki
Rabih Ataya
Rachid Tawil
Hossein Khodaverdipoursarbandi
Seyed Mohammadsadegh Tabatabaei
2. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Project overview
Scope of work
Major Problems
Delay analysis
Productivity analysis
Damage Quantification
Claim Summary
Conclusion
Questions
Outline
2
3. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Project overview
3
The project is an upgrade of an existing mill plant.
Mechanical Contract: Erection of mechanical equipment and
installation of piping for the New SAG MILL.
Mechanical Contract is Lump-sum with a total value of $2,549,130
The Contractor selected based on:
lowest bid
Proposal technically acceptable
Satisfied all terms of the Contract
Key Dates and Events:
April 30th 1990 Scheduled Start Date
May 3rd, 1990 Actual Start Date
August 31st 1990 Scheduled Finish Date
December 19th 1990 Actual Finish Date
4. 4
Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Scope of work
4
The contract identifies six main physical areas for the mechanical
equipment erection.
Piping work which occurs in all of these areas, identified as a seventh
"area”.
The areas, and the relative volume of the labor shown in the bar chart:
0
5
10
15
20
25
PersentageofLabor
Areas of Work
5. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Scope of work
5
Work Included
Unloading and Transportation of Equipment to installation site
Installation of 107 Equipment in 6 Areas of the Project
Including removal of old equipment to be replaced
Supply and Installation of Piping in all Areas
Miscellaneous Works and Installations for the completion and
commissioning of the Installed Equipment.
Work Excluded
Supply of Mechanical Equipment.
Civil and Structural works
Equipment Installation Procedures and Engineering Plans
6. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Major Problems
6
Equipment Delivery
According to the project’s schedule:
39 pieces on site at the beginning of work.
24 units on site in May 1990.
41 pieces on site in June 1190.
3 pieces on site in early July 1990.
19.57%
26.09%
26.09%
14.13%
6.52%
2.17%
5.43%
Equipment Delivery - Months Late
1
2
3
4
5
6
7
On average, equipment delivery
was 3 months later than the
agreed contractual delivery dates.
The longest delay in equipment
delivery was for a component of
the Sag Mill at 194 days and the
Ball Mill Pinion Shaft at 193 days.
7. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Major Problems
7
Defective Equipment
Several equipment were supplied with deficiencies. Examples:
Minor deficiency: faulty welds on Conveyor Assembly
Major deficiency: Overcast discharge head sections in the Ball Mill
Out of 107 delivered Equipment, 30 had some sort of deficiency.
Civil & Structural Deficiencies:
Works by others were delivered with construction errors on many
occasions, namely the Anchorages of the Sole Plates.
Lost Time on the execution of the works:
Identifying problems
Coordinating solutions with the Engineer
Executing the corrective actions
8. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Major Problems
8
Drawing Revisions
Out of 374 drawings issued to the Contractor:
Only 93 were issued with final revision prior to start of the works
75% of drawings were issued or revised after start of the works
17% of drawings were issued to the Contractor in November 1990
Effect on the work:
Change Orders
Rework
Loss of Productivity – Works on hold or change in work method
Month March April May June July August September October November Unknown
Number of Dwgs Issued 93 0 185 44 29 15 24 5 17 55
Percentage of Total 24.87% 0.00% 49.47% 11.76% 7.75% 4.01% 6.42% 1.34% 4.55% 14.71%
9. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Major Problems
9
Access
Access to work area was not ready for the Mechanical Contractor on
many occasions, the most significant are summarized below:
Civil and Structures contractors were late on delivering installation
areas or works required by the Mechanical Contractor.
Delays were carried on by the Mechanical Contractor.
Co-activity in work areas was not properly managed by the Engineer.
Area Planned Activity Planned Access Date Actual Access Date Access Delay
1 Conveyors July 7, 1990 September 5, 1990 60
3 Feeder June 13, 1990 June 22, 1990 9
4 Mill Shell July 9, 1990 July 12, 1990 3
5 Cone Crusher June 3, 1990 July 6, 1990 33
10. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
10
Chosen method : Impacted As-Planned
Steps done in this method :
Importing Primavera files for all areas and filter to Critical path
Find actual start and finish dates of all critical activities from
daily log and Equipment delivery
Inserting these dates into software month by month in order to
cover all parallel delays and their impacts
Calculating the difference between As-planned finish date of
project and Impacted finish date of project by each activity in
critical path
Finally, calculating all impacted days of delay
11. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
11
12. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
12
13. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
13
14. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
14
15. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
15
16. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Delay analysis
16
chronology of
delays
activity
delay
type duration delays
Impact
delays(working
days)
1
CHUTES DELIVERED FOR FEEDER #
6
EC 0 4
2 PEBBLE CONVEYOR DELIVERED EC 0 29
3 INSTALL PLATEWORK-SAG EC -59 22
4 REMOVE EXISTING CONVEYOR # 1 EC -5 9
5
MODIFY EXISTING MILL 3&4 (PART
2)
EC -21 12
6 DEMOBILIZATION . EC 0 3
Owner is responsible for 79 working days of delay -85 79
5%
37%
28%
11%
15%
4%
chronology of delays
CHUTES DELIVERED FOR FEEDER # 6
PEBBLE CONVEYOR DELIVERED
INSTALL PLATEWORK-SAG
REMOVE EXISTING CONVEYOR # 1
MODIFY EXISTING MILL 3&4 (PART 2)
DEMOBILIZATION .
17. Project overview
Scope of work
Major problems
Delay Analysis
Damage
Quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Damage Quantification
17
Change Orders
Approved-Unpaid Change Orders, totaling $504,662.00 :
Unapproved-Unpaid Change Orders, totaling $1,528,412.00 :
Date Item Description Amount ($)
November 21,
1990
Change Order
No. 1
This work was carried out
during the month of November.
345,271
November 21,
1990
Change Order
No. 2
FWI's 1 to 7 inclusive, 9 to 17
inclusive and 19 to 22 inclusive.
4,049
December 6,
1990
Change Order
No. 3
FWI's 23, 29, 33, 34, 37, 39,
41, 42, 44 and 51.
155,342
Date Item Description Amount ($)
August 22, 1990
re-drawing
revisions
Additional costs for drawing
revisions and additional cost for
site overheads and equipment.
345,271
October 17, 1990
re-drawing
revisions
Verbal instruction to proceed with
the work and that CONTRACTOR
will receive compensation for this
additional work.
4,049
November 26, 1990
drawing
revisions
Costs associated with extended
contract schedule will be
addressed at a later date.
155,342
December 11, 1990
Vendor
Drawings
additional costs from BOLLIDEN-
ALLIS vendor drawings
568,407
December 21, 1990
signed
Change
Order No. 4
Re-drawing revisions and FWI's
58 and 59. This Change Order
was never signed by ENGINEER.
455,3423
18. Project overview
Scope of work
Major problems
Delay Analysis
Damage
Quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Damage Quantification
18
Loss of Profit
Original Contract value, including Contractor profit, is $2,549,130.
Terminated Contract value is $1,814,598.
According to Clause 6.3.3 of contract, the contractor has the right to
claim the loss of profit for the difference between the contract price
and the earned amount.
For a profit of 5%
Profit loss = 5% x ($2,549,130 – $1,814,598) = 5% x $734,532
Claimable profit loss = $36,727
19. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Productivity analysis
19
1. Total Cost Method
2. Modified Total Cost Method
3. Measured Mile
4. Industry Studies on change orders such as Leonard and Ibbs studies.
The total cost method
Claim amount = (incurred costs + Mark-up) - Received payment
Claim amount = [(64,506 hours x 1.05) – 29,917] x $40/hour ≈ $1,512,600
20. Measured Mile Method
Claimable hours = Total Manhours - Total Normal Hours – Hours claimed separately for changes
Claimable hours = 34,367 hours
Claimable amount = $1,374,680
Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Productivity analysis
20
Area
Duration
(days)
Earned
Man-hours
Spent
Man-hours
Productivity
Normal
Hours
0 216 120 3,324 27.70 121
1 120 1,368 2,687 1.96 1,378
2 212 2,972 7,475 2.51 2,994
3 176 1,405 3,084 2.19 1,415
4 199 2,804 15,936 5.68 2,825
5 174 3,715 6,513 1.75 3,743
6 139 1,004 1,808 1.80 1,011
7 157 16,529 16,652 1.01 16,652
9 226 - 18,672 - 0
Total 29,917 76,149 30,139
Table 1 : Loss of productivity estimation using measured mile method
21. Leonard Study
% Change orders =
Change order hours
Actual labour hours − change order hours
= 12% 37% loss of productivity
Productivity loss hours = 64,506 hours x 0.37 = 23,868 hours
Claimable amount = 23,868 hours x $40/hour = $954,720
Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Productivity analysis
21
Figure 1 : The effect of change orders on productivity for electrical and mechanical work by Charles A. Leonard
22. Leonard Study
12% change construction productivity = 0.75 loss of productivity = 25%
Productivity loss hours = 64,506 hours x 0.25 = 16,127 hours
Claimable amount = 16,127 hours x $40/hour = $645,080
Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Productivity analysis
22
Figure 2 : The effect of change orders on productivity by William Ibbs
23. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Productivity analysis
23
Method Total Cost Measured Mile Leonard study Ibbs adapted study
Claimable hours 37,815 34,367 23,868 16,127
Claimable
amount
$1,512,600 1,374,680 $954,720 $645,080
Productivity 1 1.01
37% loss of
productivity
25% loss of
productivity
Table 2 : Comparison of available methods to measure the loss of productivity
24. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Claim summary
24
Summary of the claimed amounts for the contract dispute:
Description Amount ($)
Unpaid approved changes 504,662
Unpaid unapproved changes 1,528,412
Loss of profit 36,727
Indirect cost 133,065
Loss of productivity 645,080
Total 2,847,946
25. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Conclusion
25
A lump sum contract of $2,549,130 was awarded for the Sag mill
mechanical project.
The Engineer terminated the contract with a total payment of
$1,814,598.
The total claim amount of $2,847,946 is submitted by the Contractor.
26. Project overview
Scope of work
Major problems
Delay analysis
Damage
quantification
Productivity
analysis
Claim summary
Conclusion
Questions
Questions
26
Editor's Notes
Content
Background information
Summary
Personal resources and goals
The product or service
The market
Sale and marketing plan
Management & organisation
Development of the business
Budgets
Financial requirements
Appendices