ENGINEERING MANAGEMENT (GE 404)

Slides:



Advertisements
Similar presentations
Construction Delays & CPM Schedules
Advertisements

B. Progress Schedule Schedule Costs –2002 C&MS … the cost of preparing and updating the schedule is incidental to all contract items. –2005 C&MS.
CARLIN LAW GROUP, APC Grounds for Additional Time and/or Compensation A.Express Changes B.Constructive Changes C.Differing Site Conditions D.Express Suspension.
Developing a Project Plan CHAPTER SIX Student Version Copyright © 2011 by The McGraw-Hill Companies, Inc. All rights reserved. McGraw-Hill/Irwin.
DISTRICT FIVE CONSTRUCTION CONTRACT ADMINISTRATION UPDATE TRAINING Submission of Working Schedule Specification SP A.
Chapter 6: Developing a Project Plan
Chapter 14 Schedule Risk Management Dr. Ayham Jaaron Second Semester 2010/2011.
Management & Development of Complex Projects Course Code - 706
©Ian Sommerville 2004Software Engineering, 7th edition. Chapter 1 Slide 1 Project management.
Where We Are Now. Where We Are Now Developing the Project Plan The Project Network A flow chart that graphically depicts the sequence, interdependencies,
Construction Scheduling and Estimating.  Someone gets an IDEA  The IDEA inspires a PLAN to be created  The PLAN is used to build the SCHEDULE  The.
Copyright © 2009 T.L. Martin & Associates Inc. Chapter 3 Requirements of a realistic CPM schedule.
Project Monitoring and Control by Hateem Ghafoor, PMP.
Compensation events and claims Presented by Prof. Khem Dallakoti.
Chapter 15 Construction Scheduling. Objectives After reading the chapter and reviewing the materials presented the students will be able to: Identify.
Project Time Con trol. Control = Monitor + Compare + Analysis + Action  Definition: Controlling  Controlling involves making sure that the results achieved.
CONSTRUCTION CONTRACTS PRIME CONTRACTS Format and Major Components CHAPTER - 4.
LECTURE 4 FORMULATION & PRESENTATION OF MONETARY CLAIMS  Recovery of Loss / Expenses / Damages  Notice of intention to claim  Particular and further.
11/9/2015 9:42 AM 1 Project Time Control. 11/9/2015 9:42 AM 2  Controlling involves making sure that the results achieved are in line with the planned.
1 Float Ownership in Construction Project Khalid Al-Gahtani.
Project Management.
Responsibility of Nonworking Days in Analyzing Delay claims Khalid S. Al-Gahtani; Ibrahim A. Al-Sulaihi; Abdullah Alsehaimi.
3.0 DESIGN PROCESS FOR THE PROPOSED PROJECT 3.1 TIME PLANNING Now, having understanding the Project Management in general and its strategy in the project.
Fundamentals of Project Control Chapter 11 Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project.
University Of Palestine Faculty Of Applied Engineering & Urban Planning Civil Engineering Department PROJECT MANAGEMENT Scheduling Resources and Costs.
©Ian Sommerville 2004Software Engineering, 7th edition. Chapter 5 Slide 1 Project management.
Network analysis Homework:
CE 366 PROJECT MANAGEMENT AND ECONOMICS Robert G. Batson, Ph.D., P.E. Professor of Construction Engineering The University of Alabama
TOPIC-8B- PROJECT COST CONTROL
Project Management Systems
Estimating and Scheduling CEE 492
& Urban Planning Civil Engineering Department
Project Scheduling Lecture # 1.
TOPIC-8A- PROJECT TIME CONTROL
Extension of time and how it is granted to a contractor (Referencing JCT 2005)
Project Planning and Scheduling
UNIT II Scheduling Procedures & Techniques CRITICAL PATH ANALYSIS
ENGINEERING MANAGEMENT (GE 404)
Teaching slides Chapter 3.
Event Chain Methodology
ENGINEERING MANAGEMENT (GE 404)
ENGINEERING MANAGEMENT (GE 404)
ENGINEERING MANAGEMENT (GE 404)
ENGINEERING MANAGEMENT (GE 404)
How to perform Time Impact Analysis / Window Analysis in Primavera P6
ENM448-Project Planning and Management
Project Scheduling Basics Activity on Node Precedence Diagrams
Project Management: A Managerial Approach
Activity on Node Approach to CPM Scheduling
PROJECT MANAGEMENT (BSBI 622)
ENGINEERING MANAGEMENT (GE 404)
An - Najah national university Civil engineering department
Introduction to Scheduling Chapter 1
ENGINEERING MANAGEMENT (GE 404)
ARCH 435 PROJECT MANAGEMENT
Project Planning By Phaik San Liew.
Chapter 6 Activity Planning.
Lecture 5: Project Time Planning (Precedence Diagramming Technique)
Lecture 7 PROJECT SCHEDULING Ferdinand Fassa.
Planning and Scheduling
LECTURE 3.
Chapter 6 Activity Planning.
Network analysis Homework:
ENGINEERING MANAGEMENT (GE 404)
University of Debrecen Mongolian University of Life Sciences
Planning and Managing Projects
FACULTY OF ENGINEERING CONSTRUCTION AND BUILDING DEPARTMENT
Presentation transcript:

ENGINEERING MANAGEMENT (GE 404) بسم الله الرحمن الرحيم ENGINEERING MANAGEMENT (GE 404) Lecture #13 Analysis of delay schedule This is a title slide. GE 404 (Engineering Management) September 17, 2018

Contents Objectives of the present lecture Quality of Schedule Schedule Manipulation Types of project schedule Purpose of as-built schedules Responsibility of delay Common causes of delay Critical and noncritical delays Delay and disruption Types of delay Techniques for delay analysis Day-by-day analysis technique Problems Further reading GE 404 (Engineering Management) September 17, 2018

Objectives of the Present lecture To discuss types, causes and parties responsible for delays in a project To learn how to carry out the delay analysis using Day-by-Day analysis technique GE 404 (Engineering Management) September 17, 2018

Quality of a Schedule When scheduling, the schedule must be: Reliable Reflect the intended Plan Approved Free from Mistakes Free from Manipulations However, project flow of work may not properly executed hence delay can occur GE 404 (Engineering Management) September 17, 2018

Schedule Manipulation Schedule can be Manipulated by Reducing or Increasing activity duration Manipulating activities constraints (lag/lead time) Manipulating the activity status or history Change schedule sequencing Schedule the activity based on late start manipulate something (formal) to control or use something in a skilful way to manipulate the gears and levers of a machine Computers are very efficient at manipulating information. GE 404 (Engineering Management) September 17, 2018

Types of Project Schedule Three types of project schedule can be identified: As planned schedule: it is schedule at the beginning of project execution Adjusted schedule: it is schedule during the progress of the project As built schedule: It is the schedule at the end of project execution As planned schedule As-built schedule GE 404 (Engineering Management) September 17, 2018

Purpose of as-built schedules The most widely recognized use of as-built schedules is in the area of claims, especially delay claims From a contractor’s point of view, an as-built schedule might be prepared to demonstrate how a particular owner-caused delay or unforeseen condition resulted in a significant project delay From the owner’s point of view, an as-built schedule (covering the entire duration of a project) might be prepared to demonstrate the variations from the original schedule which were significant even when no intervening events took place As-built schedules are sometimes also prepared to develop a clear historical record of a project Note: As-built schedules are not prepared on most projects GE 404 (Engineering Management) September 17, 2018

Responsibility of Delay Usually as-built schedule duration is different from as-planned schedule duration. Hence, it is required to find who is responsible about the delay: Owner Contractor Subcontractors Third Party (they may have no interest in the project) Suppliers Labor unions Utility companies politicians Nature etc. As planned schedule As-built schedule GE 404 (Engineering Management) September 17, 2018

Common Causes of Delay Site conditions Change in requirements or design Inclement weather Unavailability of labor, material, or equipment Defective plans or specifications Owner caused delay: permits, owner-supplied equipment, materials, ..etc. Inclement:(of the weather) not pleasant; cold, wet, etc. GE 404 (Engineering Management) September 17, 2018

Critical and Noncritical Delays Delays that extend the project completion date are known as critical delays Delays that do not extend the project completion date are called noncritical delays GE 404 (Engineering Management) September 17, 2018

Delay and Disruption Project Delay Project Disruption A “Delay” is the time during which some part of the project has been extended or not performed due to an unanticipated circumstance It can be critical or non critical Disruption is an interruption in the planned work sequence or flow of work It is distinguished from delay in that the duration of work activities or the overall project completion may not be extended the act of stopping something from continuing in the normal way GE 404 (Engineering Management) September 17, 2018

Types of Delay Excusable Delay Compensable Delay (EC)-Owner Responsibility Non-compensable Delay (EN)-3rd party Responsibility Non-excusable Delay (NE)-Contractor Responsibility Concurrent Delay Delays that happen in two or more parallel Critical path activities in the same time period are classified as concurrent delays. GE 404 (Engineering Management) September 17, 2018

Concurrent Delay rule If there is two or more critical delay events in the same analysis day, assign the delay responsibility according to concurrent delay rule GE 404 (Engineering Management) September 17, 2018

Concurrent Delay: An Example Activity A Activity B Activity C Activity D Activity E Activity F Activity A EC Delay Activity B Activity C Activity D NE Delay Activity E Activity F Delay GE 404 (Engineering Management) September 17, 2018

Techniques for Delay Analysis Day-by-Day analysis technique Simple technique (does not consider changing of CP) As-Built Schedule But-for More advanced technique (consider changing of CP) Window/Snapshot Window/But-for Note: Only Algorithm of Day-by-Day analysis technique will be discussed. GE 404 (Engineering Management) September 17, 2018

Day-by-day analysis technique Step(1) Prepare the analysis data Determine AON network at the beginning of project (as planned schedule) Determine Bar Chart (BC) at the end of the project (as built schedule) including all delays Review as built Bar chart day by day from 1st day and identify delay times Build an analysis table as follows and fill all delay day-by-day in column one Note: in case of having identical delay events in 2 or more days in the As-Built schedule, you can combine the analysis of these days together in one step, since it will be repeated). GE 404 (Engineering Management) September 17, 2018

Contd. Step (2) Carry out repeated process start with first delay day(s) considering day by day until all delays are considered. The process is as follows: Identify affected activity(s) at considered delay day(s) and who is responsible about the delay From the affected activity(s) in part (a), identify the critical activity Based on the delay type of responsibility of critical affected activity(s), assign responsibility of delay according to following condition: If there is only one critical delay event, assign the delay responsibility based on the responsible party If there is two or more critical delay events in the same analysis day, assign the delay responsibility according to concurrent delay rule Fill column 2 to column 5 for analysis table Update AON times and determine the project duration and updated critical path(s) GE 404 (Engineering Management) September 17, 2018

Note If there is a delay on activity start, increase the lag time of finish-start (FS) type and EST of the successor activity is delayed by that delayed time. If there is a delay on activity duration, increase the duration of the activity and the EFT of the affected activity is delayed by that delayed time. GE 404 (Engineering Management) September 17, 2018

Contd. Step (3) Repeat step (2) until all delay days are considered. To speed up the process of day-by-day analysis, day-by-day analysis cycles can be combined by satisfy the following two conditions: All the combined cycles have identical delay types linked with their activities None of the Network Noncritical activities are converted to be Critical Step (4) Check solution: Days extended due to delay = Sum of days assigned to responsibility  GE 404 (Engineering Management) September 17, 2018

Algorithm GE 404 (Engineering Management) September 17, 2018

Problem-1 The AON network indicating as-planned schedule of a project, and bar chart illustrating as-built schedule of the same project are given below. Use day-by day analysis technique to analyze schedule delay. As-built schedule As-planned schedule GE 404 (Engineering Management) September 17, 2018

Solution Day 0 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  --------  15    GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 1 and 2 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  --------  15  1&2 A -------   0   GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 8 and 9 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  --------  15  1&2 A -------   0  8&9 C, D, E  D (EC)   2  17   GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 10 and 11 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 15  1&2 A -------  0  8&9 C, D, E  D (EC)  2  17  10&11 D   D (EC) 2  19   GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 18 Analysis (Final Result) Conclusion: Out of a total delay of 5 days, 4 days are due to owner and remaining 1 day is due to contractor. Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 15  1&2 A -------  0  8&9 C, D, E  D (EC)  2  17  10&11 D   D (EC) 2  19  18  F F (NE) 0  1  20 GE 404 (Engineering Management) September 17, 2018

Problem-2 Consider the following As-planned and As-built schedule for a project. Determine the delay responsibilities between the owner and the contractor. GE 404 (Engineering Management) September 17, 2018

Solution Day 0 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 3 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 3 A, D, F A (EC) 1 13 GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 5 and 6 Analysis Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 3 A, D, F A (EC) 1 13 5&6 G GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 11 Analysis Remark: notice delays of days 11,12,13 are for different responsible parties for concurrent activities. Hence, consider day by day analysis and concurrent rule. (If the reason is not either owner or contractor, the reason is 3rd party) Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 3 A, D, F A (EC) 1 13 5&6 G 11 C, G C(NE), G(EC) 14 GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 12 Analysis Remark: notice delays of days 11,12,13 are for different responsible parties for concurrent activities. Hence, consider day by day analysis and concurrent rule. (If the reason is not either owner or contractor, the reason is 3rd party) Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 3 A, D, F A (EC) 1 13 5&6 G 11 C, G C(NE), G(EC) 14 C(NE), G(NE) 15 GE 404 (Engineering Management) September 17, 2018

Solution (Contd.) Day 13 Analysis Remark: notice delays of days 11,12,13 are for different responsible parties for concurrent activities. Hence, consider day by day analysis and concurrent rule. (If the reason is not either owner or contractor, the reason is 3rd party) Conclusion: Out of a total delay of 4 days, 1 day delay is due to Owner, 1 day due to contractor and 2 days delay are due to third party. (FINAL RESULT) Day(s) Affected Activity(s) Critical Activity(s) Responsibility Project Duration EC (Owner) NE (Contractor) EN (3rd party) ------  -------- 12 3 A, D, F A (EC) 1 13 5&6 G 11 C, G C(NE), G(EC) 14 C(NE), G(NE) 15 C(NE), G(en) 16 GE 404 (Engineering Management) September 17, 2018

Home Work (HW) Consider the small contract initial planning shown in table (1). During project execution, work changes and delays were recorded as shown in table (2). Draw the as-planned and as-built schedule, and Determine how each party is responsible for the contract delayed completion. GE 404 (Engineering Management) September 17, 2018

HW (Contd.) As-planned Schedule As-built Schedule September 17, 2018 GE 404 (Engineering Management) September 17, 2018

Further Reading Read more about the Project Cost Control from Chapter 8 of: Jimmie W. Hinze. “Construction Planning and Management,” Fourth Edition, 2012, Pearson. GE 404 (Engineering Management) September 17, 2018

Questions Please Thank You September 17, 2018 GE 404 (Engineering Management) September 17, 2018