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SAB 4113
CONSTRUCTION &
PROJECT MANAGEMENT
      Dr Shaiful Amri Mansur
      M46-315
      07-5531636
      shaifulamri@utm.my


 1
2



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COURSE OUTLINE




                 3
REVIEW OF THE
    FUNDAMENTALS
4   Project Management
5



WHAT IS A PROJECT?

     ….a one-time event achieved through co-ordination
      of resources to achieve specific goals or objectives.

     ...the process of planning, organizing and managing
      the actions.

     ...operates within constraints of time, scope or
      costs.
PROJECTS VS OPERATIONS
 Unique                Repetitive
 Finite                Continuous

 Revolutionary         Evolutionary

 No equilibrium        Has equilibrium

 Flexible              Rigid

 Uncertain             Quite certain

 Changing resources    Stable resources




                                            6
PROJECT LIFE CYCLE

             Conception
                                           Operation & Phase-out
Task Level                Formation




                                  Uncertainty




                                                          Time     7
A SUCCESSFUL CONSTRUCTION
PROJECT


 • Within budget
 • On time
 • Meets owner’s needs



                            8
9
PROJECT MANAGEMENT
FUNCTIONS
                     •PLAN
                     •ORGANIZE
   Planning         •DIRECT
                     •CONTROL
    Scheduling
     Monitoring

      Controlling
10
11
12
13
Modern-day Best
          Balance

                               COST
 TIME




QUALITY                     SAFETY
             SCHEDULES




                                      14
15
BENEFITS OF PROJECT
MANAGEMENT
   Think in greater details
   Better use of resources

   Visualization

   Forecast risks

   Control
THE IMPORTANCE OF




 16
      PLANNING AND SCHEDULING
WHY THERE HAS TO BE A PLAN?


  • To avoid risks
  • To schedule work
  • To track progress
  • To make correction

                              17
PROJECT PLANNING




                   18
19



WHY SCHEDULE?


  To tell about the plan
  To set production

  To track progress

  To manage change
20



EXAMPLE

  The construction cost of a commercial building;
   project duration 24 month is RM300,000,000
  On average, the GC must put approximately RM
   770,000 on in place each day


 If annual interest rate is 9%, interest
 cost for per year for RM300 million
 is RM27 million!
21



PHASES OVERLAP
   Fast-track construction:
     additional coordination
     greater need for plan & schedule
22



 TIME MANAGEMENT MATRIX
Need more time to plan & organize           Do Planning Scheduling & Control here…
    Q1 URGENT & IMPORTANT                   Q2 NOT URGENT BUT
                                            IMPORTANT
    Crises
    Deadline driven projects                Relationship development
                                            Find opportunities
                                            Planning
                                            Exercise
    Q3 URGENT BUT NOT                       Q4 NOT URGENT & NOT
    IMPORTANT                               IMPORTANT

    Interruptions                           Time waster
    Phone calls                             Phone calls
    Emails                                  Emails
    Meetings
Steal time here, Be firm, Learn to say NO         Try to move to Q2
23



PLANNING VS SCHEDULING
 Commonly interchangeable
 Planning provides overall strategy to achieve
  goals
       idea
   Scheduling entails activities/tasks to carry out
    plan
       tool
24



EXPEDITION & MODULARIZATION
 Contractor must be capable to expedite
 Supplier must also ready

 Analyze workday & different shifts

 Investigate possibility of continuous workday

 Use modular components (IBS)
25



IMPORTANCE OF PLANNING
 Planning should be done far ahead of scheduling
 Pre-design and design stage can drag the project
  start time off limit
 Allows project team to design & construct on
  paper before assign resources (start)
26



PLANNING QUESTIONS
 Interface with existing condition
 Type of delivery system

 Completion date

 Initial budget

 Other facilities & considerations
27



TYPES OF SCHEDULES
 AOA
 Bar chart (Gantt chart)

 PERT

 Time-scaled logic diagram
28



SIMPLE SCHEDULE = CHECKLISTS
Office Building – Interior Finishes
Check   Item No.                      Description
           1       Install Metal Stud Partitions
           2       Rough-in Mech, Elect & Plumbing
           3       Inspection
           …       ….
29



CHECKLISTS
Office Building – Interior Finishes
Description              Planned         Actual          Notes
                         Date             Date
Install Metal Stud                                  Supplier failed to
                          12/9/2011    17/11/2011
Partitions                                          deliver materials
Rough-in Mech, Elect &
Plumbing                  3/10/2011
Inspection                29/10/2011
….
30



CHECKLISTS
  Office Building – Interior Finishes
  Priority     Description
  A1           Install Metal Stud Partitions
  B1           Rough-in Mech, Elect & Plumbing
  A2           Inspection
  C1           ….



  A = must do today
  B = should be done today
  C = could be done today
  D = need miracle to be completed today

  1 very important
  2 next important
31



BAR (GANTT CHART)
 Popularized by Henry L Gantt & Frederick W
  Taylor early 1900s for US Navy shipbuilding
 Easy to prepare, read & use

 No or hard to show relationship when done
  manually
 Now it has become useful again with the help of
  scheduling software
32
BAR CHART – WORK DAYS
                                                       Work-days
DESCRIPTION Dur
                   1   2   3   4   5   6   7   8   9    10   11    12   13   14   15
  Clearing     1




                                                                                  33
  Drainage     1


  Subgrade     5


 Base Course   6


    Pave       7
BAR CHART – WORK DAYS
                                                                         Work-days
DESCRIPTION Dur
                   5/12/ 6/12/ 7/12/ 8/12/ 9/12/ 12/12/13/12/14/12/15/12/16/12/19/12/20/12/21/12/22/12/23/12/
  Clearing     1




                                                                                                        34
  Drainage     1


  Subgrade     5


 Base Course   6


    Pave       7
PROGRESS CURVE
                                                                       Work-days
DESCRIPTION Dur
                        1     2       3   4     5    6   7   8    9     10   11    12    13   14   15
  Clearing       1     5%




                                                                                                   35
  Drainage       1            5%

                                               25%
  Subgrade       5

                                                                 30%
 Base Course     6


    Pave         7                                                                 35%

             ∑ = 20


                      Weight =                ACTIVITY DURATION x 100%
                                               SUM OF DURATION

                      1 day       =           1/20 X 100% = 5%
PROGRESS CURVE
                                                                 Work-days
DESCRIPTION Dur
                        1   2    3   4   5     6   7   8    9     10   11    12    13   14   15
  Clearing       1     5%




                                                                                             36
  Drainage       1          5%

                                         25%
  Subgrade       5

                                                           30%
 Base Course     6


    Pave         7                                                           35%

             ∑ = 20



                      END OF DAY 1
                      (1/1 x 5%) = 5%
PROGRESS CURVE
                                                                Work-days
DESCRIPTION Dur
                       1   2    3   4   5     6   7   8    9     10   11    12    13   14   15
  Clearing       1    5%




                                                                                            37
  Drainage       1         5%

                                        25%
  Subgrade       5

                                                          30%
 Base Course     6


    Pave         7                                                          35%

             ∑ = 20




                                     END OF DAY 5
                      (1/1 x 5%) + (1/1 x 5%) + (3/5 x 25%) = 25%
38



PERT
   Program Evaluation and Review Technique
     Method used to compute schedule (since 1950s)
     Name of a graphical technique/ display
 Easy to identify relationships
 Disadvantages:
     Node or box size does represent duration
     Not drawn on time scale
39
40



TIME-SCALED LOGIC DIAGRAM
 Combines bar chart and PERT features
 Usually bar charts with connecting lines
41
42



SCHEDULING
   Schedule evolves through these steps:
     Milestone schedule
     Bid package schedule
     Construction schedule
43



MILESTONE SCHEDULE
•   Significant events/ highlight
    –   Start design
    –   Award contracts
    –   Notice to proceed
    –   Construction start
    –   Owner move-in
•   Sometimes referred to as master schedule
•   Set parameters then becomes detailed schedule
44
45



BID PACKAGE SCHEDULE
 An intermediate schedule
 Divide milestones into different trade contracts
  for bidding
 Added to bidding documents, bidders have idea
  about their portion
46



WORK PACKAGES
Task of dividing construction work into
 individual packages, which will become contract
 packages to be bid out later to trade contractors.
Example:
Foundation work package (excavation, footings &
 foundations) or
Excavation package, footing package & foundation
 package
47
48



CONSTRUCTION SCHEDULE
 Refinement of bid package schedule
 Will be used on day2day basis

 Contractors are encouraged to participate during
  its development
 Final version sometimes called target schedule
  (contractors sign-on to)
49
50



CRITICAL PATH METHOD (CPM)
 The universal method used to calculate &
  evaluate schedules in construction industry
 Developed in 1950s by DuPont & Remington

 Need input of project information to produce
  minimum project duration, start and finish time,
  plus project critical path
51



FAST-TRACKING
 Process of beginning phases of construction
  before the design is complete
 When completion is 1st priority before budget &
  quality. Examples:
     Adding metropolitan airport extension (requires
      minimal interruption to flight schedule)
     New EPL football stadium (must ready before next
      season starts)
     Replacing the only bridge connecting 2 countries
      which was damaged by earthquake
LINEAR
 ENTIRE
 PROJECT        DESIGN       BID       CONSTRUCTION
                      EARLIER
PHASED             CONSTRUCTION

 SITEWORK   D B  C
  FOUNDATION D B   C
      STRUCTURE D B          C                      TIME
                                                   SAVED
                WALL     D   B         C
            MEP D            D     B       C
                         FINISHES D        B   C
                                                   52
THIS PROJECT SAVES 9
MONTHS & 1 SCHOOL YEAR




                 53
54



FAST-TRACKING (CONT.)
   Requires special contracting
     Not General contracting
     Not Single lump-sum contract
         Because contractor will not commit to a locked-in price
          before design is completed
         Ask for cost plus fee or time&material contract

         Shift budget risk to owner

       Not multiple contractors for multiple phases
55



FAST-TRACKING (CONT.)
 Use Agency construction management
 Owner award lump-sum contract to prime
  contractor for different phases
 Coordinated by construction manager for the
  entire project
56



REFLECTION

People are not taught to be any type of manager.
 They are taught to perform little task, one at a
 time… which is to do and complete the task
 correctly. They are actually managing the task
 and start to become a project manager.

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Project Management Fundamentals

  • 1. SAB 4113 CONSTRUCTION & PROJECT MANAGEMENT Dr Shaiful Amri Mansur M46-315 07-5531636 shaifulamri@utm.my 1
  • 2. 2 MEETINGS BY APPOINTMENT ONLY:  Send email or call to make appointment.  Allow grace period to read your email.  Log in to e-learning to get instructions, obtain notes and submit assignments. Not all slides available in the notes.  Find/Buy textbooks and additional reading materials (journals etc.)
  • 4. REVIEW OF THE FUNDAMENTALS 4 Project Management
  • 5. 5 WHAT IS A PROJECT?  ….a one-time event achieved through co-ordination of resources to achieve specific goals or objectives.  ...the process of planning, organizing and managing the actions.  ...operates within constraints of time, scope or costs.
  • 6. PROJECTS VS OPERATIONS  Unique  Repetitive  Finite  Continuous  Revolutionary  Evolutionary  No equilibrium  Has equilibrium  Flexible  Rigid  Uncertain  Quite certain  Changing resources  Stable resources 6
  • 7. PROJECT LIFE CYCLE Conception Operation & Phase-out Task Level Formation Uncertainty Time 7
  • 8. A SUCCESSFUL CONSTRUCTION PROJECT • Within budget • On time • Meets owner’s needs 8
  • 9. 9 PROJECT MANAGEMENT FUNCTIONS •PLAN •ORGANIZE Planning •DIRECT •CONTROL Scheduling Monitoring Controlling
  • 10. 10
  • 11. 11
  • 12. 12
  • 13. 13
  • 14. Modern-day Best Balance COST TIME QUALITY SAFETY SCHEDULES 14
  • 15. 15 BENEFITS OF PROJECT MANAGEMENT  Think in greater details  Better use of resources  Visualization  Forecast risks  Control
  • 16. THE IMPORTANCE OF 16 PLANNING AND SCHEDULING
  • 17. WHY THERE HAS TO BE A PLAN? • To avoid risks • To schedule work • To track progress • To make correction 17
  • 19. 19 WHY SCHEDULE?  To tell about the plan  To set production  To track progress  To manage change
  • 20. 20 EXAMPLE  The construction cost of a commercial building; project duration 24 month is RM300,000,000  On average, the GC must put approximately RM 770,000 on in place each day If annual interest rate is 9%, interest cost for per year for RM300 million is RM27 million!
  • 21. 21 PHASES OVERLAP  Fast-track construction:  additional coordination  greater need for plan & schedule
  • 22. 22 TIME MANAGEMENT MATRIX Need more time to plan & organize Do Planning Scheduling & Control here… Q1 URGENT & IMPORTANT Q2 NOT URGENT BUT IMPORTANT Crises Deadline driven projects Relationship development Find opportunities Planning Exercise Q3 URGENT BUT NOT Q4 NOT URGENT & NOT IMPORTANT IMPORTANT Interruptions Time waster Phone calls Phone calls Emails Emails Meetings Steal time here, Be firm, Learn to say NO Try to move to Q2
  • 23. 23 PLANNING VS SCHEDULING  Commonly interchangeable  Planning provides overall strategy to achieve goals  idea  Scheduling entails activities/tasks to carry out plan  tool
  • 24. 24 EXPEDITION & MODULARIZATION  Contractor must be capable to expedite  Supplier must also ready  Analyze workday & different shifts  Investigate possibility of continuous workday  Use modular components (IBS)
  • 25. 25 IMPORTANCE OF PLANNING  Planning should be done far ahead of scheduling  Pre-design and design stage can drag the project start time off limit  Allows project team to design & construct on paper before assign resources (start)
  • 26. 26 PLANNING QUESTIONS  Interface with existing condition  Type of delivery system  Completion date  Initial budget  Other facilities & considerations
  • 27. 27 TYPES OF SCHEDULES  AOA  Bar chart (Gantt chart)  PERT  Time-scaled logic diagram
  • 28. 28 SIMPLE SCHEDULE = CHECKLISTS Office Building – Interior Finishes Check Item No. Description 1 Install Metal Stud Partitions 2 Rough-in Mech, Elect & Plumbing 3 Inspection … ….
  • 29. 29 CHECKLISTS Office Building – Interior Finishes Description Planned Actual Notes Date Date Install Metal Stud Supplier failed to 12/9/2011 17/11/2011 Partitions deliver materials Rough-in Mech, Elect & Plumbing 3/10/2011 Inspection 29/10/2011 ….
  • 30. 30 CHECKLISTS Office Building – Interior Finishes Priority Description A1 Install Metal Stud Partitions B1 Rough-in Mech, Elect & Plumbing A2 Inspection C1 …. A = must do today B = should be done today C = could be done today D = need miracle to be completed today 1 very important 2 next important
  • 31. 31 BAR (GANTT CHART)  Popularized by Henry L Gantt & Frederick W Taylor early 1900s for US Navy shipbuilding  Easy to prepare, read & use  No or hard to show relationship when done manually  Now it has become useful again with the help of scheduling software
  • 32. 32
  • 33. BAR CHART – WORK DAYS Work-days DESCRIPTION Dur 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Clearing 1 33 Drainage 1 Subgrade 5 Base Course 6 Pave 7
  • 34. BAR CHART – WORK DAYS Work-days DESCRIPTION Dur 5/12/ 6/12/ 7/12/ 8/12/ 9/12/ 12/12/13/12/14/12/15/12/16/12/19/12/20/12/21/12/22/12/23/12/ Clearing 1 34 Drainage 1 Subgrade 5 Base Course 6 Pave 7
  • 35. PROGRESS CURVE Work-days DESCRIPTION Dur 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Clearing 1 5% 35 Drainage 1 5% 25% Subgrade 5 30% Base Course 6 Pave 7 35% ∑ = 20 Weight = ACTIVITY DURATION x 100% SUM OF DURATION 1 day = 1/20 X 100% = 5%
  • 36. PROGRESS CURVE Work-days DESCRIPTION Dur 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Clearing 1 5% 36 Drainage 1 5% 25% Subgrade 5 30% Base Course 6 Pave 7 35% ∑ = 20 END OF DAY 1 (1/1 x 5%) = 5%
  • 37. PROGRESS CURVE Work-days DESCRIPTION Dur 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Clearing 1 5% 37 Drainage 1 5% 25% Subgrade 5 30% Base Course 6 Pave 7 35% ∑ = 20 END OF DAY 5 (1/1 x 5%) + (1/1 x 5%) + (3/5 x 25%) = 25%
  • 38. 38 PERT  Program Evaluation and Review Technique  Method used to compute schedule (since 1950s)  Name of a graphical technique/ display  Easy to identify relationships  Disadvantages:  Node or box size does represent duration  Not drawn on time scale
  • 39. 39
  • 40. 40 TIME-SCALED LOGIC DIAGRAM  Combines bar chart and PERT features  Usually bar charts with connecting lines
  • 41. 41
  • 42. 42 SCHEDULING  Schedule evolves through these steps:  Milestone schedule  Bid package schedule  Construction schedule
  • 43. 43 MILESTONE SCHEDULE • Significant events/ highlight – Start design – Award contracts – Notice to proceed – Construction start – Owner move-in • Sometimes referred to as master schedule • Set parameters then becomes detailed schedule
  • 44. 44
  • 45. 45 BID PACKAGE SCHEDULE  An intermediate schedule  Divide milestones into different trade contracts for bidding  Added to bidding documents, bidders have idea about their portion
  • 46. 46 WORK PACKAGES Task of dividing construction work into individual packages, which will become contract packages to be bid out later to trade contractors. Example: Foundation work package (excavation, footings & foundations) or Excavation package, footing package & foundation package
  • 47. 47
  • 48. 48 CONSTRUCTION SCHEDULE  Refinement of bid package schedule  Will be used on day2day basis  Contractors are encouraged to participate during its development  Final version sometimes called target schedule (contractors sign-on to)
  • 49. 49
  • 50. 50 CRITICAL PATH METHOD (CPM)  The universal method used to calculate & evaluate schedules in construction industry  Developed in 1950s by DuPont & Remington  Need input of project information to produce minimum project duration, start and finish time, plus project critical path
  • 51. 51 FAST-TRACKING  Process of beginning phases of construction before the design is complete  When completion is 1st priority before budget & quality. Examples:  Adding metropolitan airport extension (requires minimal interruption to flight schedule)  New EPL football stadium (must ready before next season starts)  Replacing the only bridge connecting 2 countries which was damaged by earthquake
  • 52. LINEAR ENTIRE PROJECT DESIGN BID CONSTRUCTION EARLIER PHASED CONSTRUCTION SITEWORK D B C FOUNDATION D B C STRUCTURE D B C TIME SAVED WALL D B C MEP D D B C FINISHES D B C 52
  • 53. THIS PROJECT SAVES 9 MONTHS & 1 SCHOOL YEAR 53
  • 54. 54 FAST-TRACKING (CONT.)  Requires special contracting  Not General contracting  Not Single lump-sum contract  Because contractor will not commit to a locked-in price before design is completed  Ask for cost plus fee or time&material contract  Shift budget risk to owner  Not multiple contractors for multiple phases
  • 55. 55 FAST-TRACKING (CONT.)  Use Agency construction management  Owner award lump-sum contract to prime contractor for different phases  Coordinated by construction manager for the entire project
  • 56. 56 REFLECTION People are not taught to be any type of manager. They are taught to perform little task, one at a time… which is to do and complete the task correctly. They are actually managing the task and start to become a project manager.

Editor's Notes

  1. Dr Shaiful Amri FKA