Time has the least. amount of flexibility; Schedule issues are the main reason for

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PMBOK 5 Ed. DEI-

Time has the least amount of flexibility; Schedule issues are the main reason for conflicts on projects, especially during the second half of projects

The process required to manage timely completion of the project PROJECT TIME MANAGEMENT

Plan Time Define Activity Sequencing Activity Estimate activity resource Estimate Activity Duration Developing the schedule Controlling the schedule

Monitoring & Controlling Processes Planning Processes Enter phase/ Start project Initiating Processes Closing Processes Exit phase/ End project Executing Processes Knowledge Area Process Initiating Planning Executing Monitoring & Control Closing Scope Plan Schedule Activity Definition Activity Sequencing Activity Resource Estimating Activity Duration Control time

Plan Time Determining the policies, procedures, and documentation to manage time

Inputs 1.Project Management plan 2.Project Charter 3.EEF 4.OPA Tools & Techniques 1.Expert judgment 2.Analytical technique 3.Meetings Outputs 1.Schedule management plan

Identifying the specific activities to produce the project deliverables Work package decomposed into activities DEFINE ACTIVITY

Inputs 1.Schedule management plan 2.Scope baseline 3.EEF 4.OPA Tools & Techniques 1.Decompositions 2.Rolling wave planning 3.Expert judgment Outputs 1.Activity list 2.Activity attributes 3.Milestone list

Rolling Wave Planning: similar to decomposition method but only prioritize the easiest and well defined work package ot activity

cake preparation execution Garnish delivery purchase pre heat measure put into mold bake put cake

Activity Atribute: Used to identify e.g. responsible person, place, level of effort (LOE), apportioned effort (AE), Date

Milestone a significant point or event in the project. Not a work activity No duration Checkpoint

SEQUENCE ACTIVITY identifying and documenting the relationships between project activities.

Inputs 1.Schedule management plan 2.Activity list 3.Activity attributes 4.Milestone list 5.Project scope statement 6.EEF 7.OPA Tools & Techniques 1.Precedence diagramming method (PDM) 2.Dependency determination 3.Applying leads and lags Outputs 1.Project schedule network diagram 2.Project document updates

Precedence Diagramming Method (PDM) Method used in Critical Path Methodology(CPM) Activity on Node No dummy activities Logical relationship

Logical Relationship in PDM Finish to start Start to Finish Finish to Finish Start to Start

Relationship

Finish to start You have to make a dough first for baking process

Finish to start FS=5 A=15 B=5

Start to Finish start campaign while the former leader waiting the end of his period

Start to Finish A=15 SF=25 B=15

Finish to Finish Paint parking line while lay asphalt

Finish to Finish A=15 FF=5 B=10

Start to start Furniture move in while employee move in as soon

Start to Start A=10 SS=5 B=15

Applying Leads and Lag support realistic and achievable project schedule. Each activity is connected at least to one predecessor and one successor except the start and the end.

Applying Leads Start an activity before the predecessor activity is complete. A B C predecessor Successor Leads A B

Applying Lags Inserted waiting time between activities A Lags B

To define sequence among activity, we need to understand dependency determination e.g mandatory, discretionary, external, and internal

Mandatory (hard logic) Discretionary (knowledge base) External (third party) Internal organization Dependency Determination

Example: The activity List and the sequence ID activity predecessor A Purchase the material - B Measure the ingredients A C Mixing B D Pre heat the oven C E Put the batter into mold C F Bake the cake C,D G Put the cake in the plate F H Cut the unnecessary side of the cake G I Mix the cream B J Garnish the cake G K Put the cake into fridge J L Package the cake K M Delivery the cake L

D start A B C F G J E H K I L M END Example: The Network Diagram (PDM)

Estimate ACTIVITY Resource estimating how many resources people, equipment, and materials

Inputs 1.Schedule management plan 2.Activity list 3.Activity attributes 4.Resource Calendars 5.Risk Register 6.Activity cost estimates 7.EEF 8.OPA Tools & Techniques 1.Expert judgment 2.Alternatives analysis 3.Published estimating data 4.Bottom-up estimating 5.Project management software Outputs 1.Activity resource requirements 2.Resource breakdown structure 3.Project document updates

Bottom up estimating Similar to WBS cake preparation execution garnish delivery purchase pre heat cut package measure put into mold garnish deliver bake put into fridge put cake

Activity Resource Requirement ID Activity predecessor Resource duration (man) (minute) A Purchase the material - 2 30 Measure the B ingredients A 2 15 C Mixing B 1 15 D Pre heat the oven C 1 10 Put the batter into E mold C 1 5 F Bake the cake C,D 1 120

Resource Breakdown Structure cake People Equipment Material kitchen Transportation Mixer Flour Cheff Assitant Driver assistant Mold oven Reosurce Egg categorized by people, equipment (machine), and material Milk Baking powder fruits

Estimate ACTIVITY Duration estimating the number of work periods that are needed to complete individual activities

Inputs 1.Schedule Management plan 2.Activity list 3.Activity attributes 4.Activity resource requirements 5.Resource Calendars 6.Project scope statement 7.Risk Register 8.RBS 9.EEF 10.OPA Tools & Techniques 1.Expert judgment 2.Analogous estimating 3.Parametric estimating 4.Three-point estimates 5.Group decision making techniques 6.Reserve analysis Outputs 1.Activity duration estimates 2.Project document updates

Effort is the number of workdays or work hours required to complete a task Duration includes the actual amount of time worked on an activity plus elapsed time EFFORT VS DURATION

Analogous Estimate Use actual duration of previous activity (historical) that has similarity Master, high skill Great experience

Parametric estimate RP. 100.000 RP. 200.000 Use statistical relationship or math analysis between historical data and other variables

Reserves Analysis

BAD DESIGN Reserves Analysis

Reserves Analysis Analyze which the highest risky activity And give them reserve time, not too tight!

THREE POINT ESTIMATE Duration estimates based on using optimistic, most likely, and pessimistic estimates of activity durations, te = (to + tm + tp) / 3 48

PERT uses probabilistic TIME & COST estimates te = (to + 4tM + tp) / 6 Expected P 4Μ Ο 6 Standard Deviation P Ο 6 Variance 2 P Ο 6 SD variance

Developing Schedule analyzing activity sequences, activity resource estimates, and activity duration estimates

Inputs 1.Schedule Management plan 2.Activity list 3.Activity attributes 4.Project schedule network diagram 5.Activity resource requirements 6.Resource Calendars 7.Activity duration estimates 8.Project scope statement 9.Risk Register 10.Project Staff asignment 11.Resource Breakdown structure 12.EEF 13.OPA Tools & Techniques 1.Schedule network analysis 2.Critical path method 3.Critical chain method 4.Resource optimization tehcniques 5.Modeling tehcniques 6.Applying leads and lags 7.Schedule compression 8.Scheduling tool Outputs 1.Project schedule 2.Schedule baseline 3.Schedule data 4.Project Calendar 5.Project Management Plan update 6.Project document updates

GANTT CHART Symbols include: Black diamonds: milestones Thick black bars: summary tasks Lighter horizontal bars: durations of tasks Arrows: dependencies between tasks 52

Resource Calendar Information (skill, location, etc) in which resource are potentially available. ID Activity predecessor Resource duration (man) (minute) A Purchase the material - 2 30 Measure the B ingredients A 2 15 C Mixing B 1 15 D Pre heat the oven C 1 10 Put the batter into E mold C 1 5 F Bake the cake C,D 1 120

ACT A A,2 B C D E F Plot into Gant Chart format Summary task A,2 B,2 C,1 D, 1 Resource Calendar Summary task Milestone : tasting Milestone : check 10 20 30 40 50 60 70 80 90 100 110 120 DURATION F,1

Resource Calendar ACT A A,2 B C D E F A,2 B,2 C,1 D, 1 F,1 10 20 30 40 50 60 70 80 90 100 110 120 MAN DURATION 6 A,2 5 4 3 2 2 2 2 1 1 1 10 20 30 40 50 60 70 80 90 100 110 120 DURATION

Resource Calendar MAN 6 A,2 5 4 We need only 2 people work this project 3 2 2 2 2 1 1 1 10 20 30 40 50 60 70 80 90 100 110 120 DURATION

Adding Milestones to Gantt Charts Many people like to focus on meeting milestones, especially for large projects emphasize important events or accomplishments on projects ZERO DURATION 57

Schedule Network Analysis Activity on Arrow (AOA) Network diagram Activity on Node (PDM)

Schedule Network Analysis Activity 1 2 Activity on Arrow (AOA) Event Start and finish with only one event It can be merged and burst activity Using dummies

AON OR PDM RULES Activity on Arrow (AON) ES DUR EF ACTIVITY NAME LS TF LF

AON OR PDM RULES ES DUR EF ACTIVITY NAME EF = ES + D -1 LS = LF D +1 Float (F) = LS ES = LF EF LS TF LF ES= Earliest Time EF= Earliest Finish Dur= Duration EF= Earliest Finish LS= Latest Start LF= Latest Finish TF= total Float or slack (delayed time)

AON OR PDM PRACTICE ID predecessor duration (minute) A - 30 B A 15 C B 15 D C 10 E C 5 F C,D 120 Draw network diagram first!

AON OR PDM PRACTICE Calculation Forward Pass: ES + D-1 = ES(successor) use highest value on join Backward Pass: LS D +1 (predecessor) = LS (predecessor) Use lowest value on join

Critical Chain Scheduling considers limited resources when creating a project schedule and includes buffers to protect the project completion date 64

Buffers and Critical Chain Project buffers or additional time added before the project s due date Feeding buffers or additional time added before tasks on the critical path 65

Example of Critical Chain Scheduling 66

Schedule Compression: Fast Tracking Performing critical path activities in parallel. Usually increase risk and requires more attention to communication. May need a rework. E.g. Design is half finished and start coding.

Schedule Compression: Crashing Method Add more reosurces to finish the task Always results in increased cost.

Controlling Schedule controlling and managing changes to the project schedule

Controlling the Schedule Goals know the status of the schedule influence factors that cause schedule changes, determine that the schedule has changed manage changes when they occur 70

Inputs 1.Project Management Plan 2.Project Schedule 3.Work performance data 4.Project calendars 5.Schedule data 6.Organizational process assets Tools & Techniques 1. Performance reviews 2. Project Management Software 3. Resource optimization techniques 4. Modeling techniques 5. Adjusting leads & lags 6. Schedule compression 7. Schedule tooling Outputs 1. Work performance information 2. Schedule forecasts 3. OPA updates 4. Change requests 5. Project management plan updates 6. Project document updates

Schedule Control Suggestions First review the draft schedule or estimated completion date in the project charter Prepare a more detailed schedule with the project team realistic and followed Alert top management for problem Perform reality checks on schedules: 72

Schedule Control Suggestions Allow for contingencies 73

Schedule Control Suggestions Don t plan for everyone to work at 100% capacity all the time 74

Schedule Control Suggestions Hold progress meetings with stakeholders and be clear and honest in communicating schedule issues 75

Why Projects Are Often Late?

Many project managers estimate project duration and cost by simply adding up most likely estimates of activity durations and costs;

Multitask contractor or vendor