Amin Salari, CCM, PMP, LEED AP – Lundgren Management

Slides:



Advertisements
Similar presentations
Construction Delays & CPM Schedules
Advertisements

Precedence Diagramming
WBS: Lowest level OBS: Lowest level
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.
CP Chapter 4 Schedule Planning.
PRJ566 Project Planning and Management Lecture: Network Diagrams.
PRJ566 Project Planning and Management Lecture: Dependencies and Network Diagrams.
Work Breakdown Structures
1 Lecture by Junaid Arshad Department of Engineering Management Abridged and adapted by A. M. Al-Araki, sept WBS: Lowest level OBS: Lowest level.
CSSE Sep.2008 Constructing and Analyzing the Project Network Diagram Chapter 6.
Developing a Project Plan
Advanced Project Management - CPH
PROJECT MANAGEMENT. Outline What is a “project”? Project Management Objectives and tradeoffs Planning and Control in Projects Scheduling Methods Constant-Time.
Network Analysis and Duration Estimating Kathy S. Schwaig.
CSSE 372 Week 6 Day 2 Constructing and Analyzing the Project Network Diagram  PERT Chart PERT was invented for the Nautilus submarine project. Ok, maybe.
إدارة المشروعات Projects Management
Tutorial 2 Project Management Activity Charts (PERT Charts)
MGMT 483 Week 8 Scheduling.
5/4/20151 NETWORK SCHEDULING TECHNIQUES. 5/4/20152 Network Diagrams  PMI defines the scheduling process as: “the identification of the project objectives.
Chapters 8, 9, and 10 Design Stage 1 Preconstruction Stage 2: Procurement Conceptual Planning Stage3: Construction Stage 4: Project Close-out.
Project Scheduling. SEEM Project Scheduling (PS) To determine the schedules to perform the various activities (tasks) required to complete the project,
Network planning Learning objectives After these lectures you should be able to: - Produce and analyse activities networks - Calculate earliest and latest.
Project Management (2) Chapter 16, Part 2. EJR 2006 Review of Project Management, Part 1 What is a project? Examples of projects Project performance expectations.
ISP-2010 Network Evaluation & Analysis ISP Project Management.
© 2012 Cengage Learning. All Rights Reserved. This edition is intended for use outside of the U.S. only, with content that may be different from the U.S.
CE 405 – SCHEDULING CRITICAL PATH In order to be an effective Scheduler/ Project Manager – and realizing that you will have too many things demanding your.
Copyright © 2009 T.L. Martin & Associates Inc. Chapter 2 Key CPM Scheduling Terms.
AMERICAN SPORTS BUILDERS ASSOCIATION CRITICAL PATH METHOD SCHEDULING FOR SUCCESS December 6-8, 2008 New Orleans, Louisiana Presented By: Bill Pronevitch.
Importance of Project Schedules
© 2000 by Prentice-Hall Inc Russell/Taylor Oper Mgt 3/e Chapter 6 Project Management.
1 ®  Overview Benefits of a Good Construction Schedule Baseline Schedule Development Schedule Updating and Maintenance Managing Project Changes USACE.
Scheduling CTC-415. Activity Network Development Network Models Activity on Node Precedence Diagram Method Activity on Arrow Network Characteristics Discrete.
Where We Are Now. Where We Are Now Developing the Project Plan The Project Network A flow chart that graphically depicts the sequence, interdependencies,
The Critical Path – Precedence diagram method Luise Lorenz Christina Mohr.
Time Planning and Con trol Precedence Diagram.  Precedence Diagramming  An important extension to the original activity-on-node concept appeared around.
THE MANAGERIAL PROCESS Clifford F. Gray Eric W. Larson Developing a Project Plan Chapter 6.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
© Construction Management Association of America. Do Not Duplicate or Reproduce. Standards of Practice Course CPM Scheduling Lab.
1IT Project Management, Third Edition Chapter 6 Chapter 6: Project Time Management.
Geog 469 GIS Workshop Project Management.
PMP, CAPM, PgMP, PMI-SP, PMI-RMP, OPM3 and PMBOK are registered marks of Project Management Institute, Inc Inov8Solutions Inc – Quality Educational Services.
Richard Fisher 1 The University of Texas at Dallas Project Management Richard Fisher The University of Texas at Dallas.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Richard Fisher 1 The University of Texas at Dallas Project Management Richard Fisher The University of Texas at Dallas.
1 EASTERN MEDITERRANEAN UNIVERSITY FACULTY OF ENGINEERING DEPARTMENT OF CIVIL ENGINEERING CIVL 493 Construction Management Assoc. Prof. Dr. Ibrahim YITMEN.
Improved Project Control Through CPM Scheduling What Owners, PM’s and CM’s Need to Know t H E T I B U R O N T I B U R O N G R O U P, L L C G R O U P, L.
CON 2001 Construction Methods Tool #1 - Construction Scheduling Presented by Elia Twigg, P.E. (Prof. Ralph V. Locurcio, P.E.)
Chapter 7 – PERT, CPM and Critical Chain Operations Management by R. Dan Reid & Nada R. Sanders 4th Edition © Wiley 2010.
Project Time Management
1 TCOM 5143 Lecture 11 Project Management. 2 What’s Project Management? Project management involves planning and scheduling the different activities of.
Dr. Hany Abd Elshakour 2/18/ :27 PM 1. Dr. Hany Abd Elshakour 2/18/ :27 PM 2 Time Planning and Control Activity on Arrow (Arrow Diagramming.
PROJECT MANAGEMENT ENCE-7323 TO 763-N CLASS 3 September 17, 2001 Carl E. Edlund
Project Management Fundamentals - Planning Tools 1.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
Managing Schedule Slack/Float PMI Scheduling Forum January 6, 2015 January 6, 2015 Presented by: Ric Albani, PMP, PMI-SP, PMI-RMP, MCTS.
SCHEDULE MANAGEMENT MODULE 8. Required by Specification City/Caltrans Level 1 schedule – simple Less than $1 million, less than 100 working days Advanced.
Scheduling Scheduling : is the process of converting a project action plan into an operating time table. Why scheduling ? To answer the following questions:
Project Planning and Scheduling
Chapter 6: Project Time Management
Project Scheduling: networks, duration estimation, and critical path
Project Scheduling Basics Activity on Node Precedence Diagrams
Project Time Management
Project Time Management
Lecture 5: Project Time Planning (Precedence Diagramming Technique)
Project Time Management
Project Time Management
Importance of Project Schedules
Project Time Management
Presentation transcript:

Introduction to Time Management and Scheduling Controlling Time = Project Success Amin Salari, CCM, PMP, LEED AP – Lundgren Management Ram Ramdass, Director – fs3|Hodges June 2015 Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Today’s Discussion: What is Time Management? Scheduling Definitions and Basics Scheduling techniques & CPM Basics of schedule review and analysis Questions Advancing Professional Construction and Program Management Worldwide

What is Time Management? Project Time Management Includes the Processes Required to Manage Timely Completion of the Job! Advancing Professional Construction and Program Management Worldwide

What is Time Management? Most often delivering projects on time is the biggest challenge for CMs. Time has the least amount of flexibility; it passes no matter what Schedule issues are one of the main reasons for conflict on projects Advancing Professional Construction and Program Management Worldwide

Importance of Time Management Good initial schedule development and continued ongoing maintenance is paramount to: More Control Avoiding claims Providing a solid basis for quantifying time impacts Advancing Professional Construction and Program Management Worldwide

Importance of Time Management Serves as a plan to complete the project. Communicates the plan to the project team. Measures progress against the plan. Proves the contract completion date. Advancing Professional Construction and Program Management Worldwide

Scheduling Definitions & Basics CPM Scheduling: A Management Technique by which a project can be broken down into a number of identifiable tasks (activities) and assigned various resources (i.e. time/duration, cost, etc.) The tasks are then sequentially interconnected based on interdependence. The result of this process is a critical path. Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Terminologies: Activity Constraints Milestone Critical Activity Critical Path Early Start Date Late Start Date Early Finish Date Late Finish Date Total Float Logic (Relations) Predecessor Successor Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Activity A basic element of work, task or measurable amount of work that must be accomplished in order to complete a project. An activity occurs over a given period of time, utilizes resources and produces a deliverable for the project. Paint Room 102 – 2D Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Milestone An activity that represents a significant point in time but has no duration. Milestones can indicate the start or the end of a series of related activities or an accomplishment in the course of a project. Second Floor Substantial Completion – 0D Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Constraints Imposed restrictions (such as dates) used to reflect project requirements that cannot be built into the logic. Aid in building a schedule that more accurately reflects the real world aspects of your project. Provide added control in the schedule. Start No Later Than….. Advancing Professional Construction and Program Management Worldwide

Logic (Relationships) Form Slab Start-to-Finish Pour Slab Wall Layout Start-to-Start Masonry Walls Window Frames Finish-to-Finish Drywall Framing Hard Logic Vs. Soft Logic Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Start & Finish Early Start (ES): The earliest time that one activity can start without affecting the successors. Early Finish (EF): The earliest time that one activity can finish without affecting the successors. Late Start (LS): The earliest time that one activity can finish without affecting the successors. Late Finish (LF): The latest time that one activity can finish without affecting the successors. Free Float (FF): Delay allowance for one activity without causing any delay on the immediate successors. Total Float (TF): Delay allowance for one activity without causing any delay on the project completion date. Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Network Diagram Shows how the project tasks are connected and will flow from beginning to end. ES ES EF EF Activity Activity LS OD LF LS OD LF Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Critical Path It is the longest continuous path (in terms of duration) in the network from start to finish of the project and determines the shortest time to complete the project. Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Float The number of work periods the start or finish of an activity can be delayed without affecting the project finish date. (Total) Float is measured in hours, days, weeks, or months depending on the project’s planning unit, and can have negative, zero, or positive values. (TF=LS-ES or TF=LF-EF) Advancing Professional Construction and Program Management Worldwide

Network Diagram Calculations Advancing Professional Construction and Program Management Worldwide

Network Diagram Calculations 1) A-B-D-F 11 2) A-C-E-F 13 Critical Path 3) A-C-D-F 12 (highest value) Forward Pass 3 7 9 10 5 2 1 2 12 13 2 2 3 8 9 11 6 3 Advancing Professional Construction and Program Management Worldwide

Network Diagram Calculations 5 9 10 11 2 1 1 2 12 13 3 8 9 11 (lowest value) Backward Pass Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Types of Schedule Master Schedule Preliminary Schedule/Initial Contract Schedule (90 day) Contract Baseline Schedule Contract Update Schedule Short Interval Schedule As- Built Schedule Advancing Professional Construction and Program Management Worldwide

Scheduling Specifications Establishing appropriate Scheduling Requirements in the Project Specifications is necessary to be able to manage the project and contractor with respect to time. You must specify exactly what you want and need! Advancing Professional Construction and Program Management Worldwide

Scheduling Specifications Consider: Software requirements Acceptance of contractor’s schedule Early completion Float ownership Weather Clauses: appropriate for location and type of work. Liquidated damages clause Part of Pay Application Process Advancing Professional Construction and Program Management Worldwide

Scheduling Specifications Consider: Short Interval Schedules Cost & Resource Loading Number & Length (15 days max.) of Activities Submittals/Rev/App/Procurement Included in schedule 15-25% of the Activities Critical or Near Critical Owner Furnished Equipment Identified Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Schedule Review Compliance with specification requirements. Do milestone dates and contract completion dates comply with contract? Is there any negative float? Are all work items included ? Does the overall sequencing and logic make sense? Are durations reasonable? Limited to 15 days? Is the critical path reasonable? 15-25% of tasks? Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Schedule Review Is Float accurate (inflated durations, forced finish dates, unnecessary logic, …)? Regulatory requirements Is schedule Cost & Resource Loaded (if required)? Are Owner items identified (equipment, materials)? Is Weather addressed per specification requirements? Are the Punch List and other close-out items included? Are Submittals, Reviews, and Procurement identified? Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Baseline Vs. Update What do you look for? Update Accuracy (Duration and Logic) Negative float Critical and Near Critical Paths Ways of making up any negative float. Concurrent activity Reduced durations / Additional resources Accelerated submittal/review or procurement activities Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Delays Evaluation Owner Responsibility Errors and Omissions Changed and Unforeseen Conditions Owner added work Contractor Responsibility Mismanagement by contractor Defective workmanship Non compliance with contract provisions Other Force Majeure – Weather, etc. (Force beyond control) Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Delays Evaluation Three Types of Delay: Critical – Impacts milestones or completion dates. 2. Non-Critical – Impacts activities without impacting milestones or completion dates. 3. Concurrent – Separate and simultaneous delays. Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Delays Evaluation The 3 “KEY Questions: 1. Was the “event” a Delay? Did it impact an activity on the critical path such that the project completion date was delayed? Is the delay Excusable? Was it caused by the Owner or was it outside of the control of the contractor? 3. Is the delay Compensable? Was it within the control of the Owner? Advancing Professional Construction and Program Management Worldwide

Advancing Professional Construction and Program Management Worldwide Any Questions? Advancing Professional Construction and Program Management Worldwide