Construction Management: Resource Allocation & Leveling
Construction Management: Resource Allocation & Leveling
Construction Management: Resource Allocation & Leveling
VAB 4043
scheduled i.e. right amount of resources must be allocated to a given task at the required time leveled i.e. distributed accordingly at the required time to avoid or minimize fluctuations in day-to-day use.
Resource Leveling (RL) makes use of floats or time tolerances in the schedule to re-schedule resources and bring back any deviation of actual progress from schedule to within acceptable limits RL applies to resources which are hired i.e. labour and equipment but not material. The need for these 2 resources fluctuates greatly as some activities start (requiring resources) while other finish (releasing resources) RL improves efficiency and minimize project cost (by optimizing labour usage and cost)
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Need 2
Need 1
Need 1
Need 2
Need 1
Need 1
Need 2
Need 1
Need 1
Need 2
Need 1
Need 1
STEPS:
Determine critical path and floats from network or other techniques Identify key resource and produce bar chart using network data Plot histogram of resource demand Reschedule timing of activities using float to obtain a more even demand profile Redraw the resource profile
NB. Resource leveling may result in project delay time , if necessary (i.e. if cost saving is more important to be achieved)
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A B C D E
Delivery Of Materials
5 7 3 5 2
2 4 3 3 2
Remove Old Tiles Install Ceramic Tiles Install Vinyl Tiles Clean Up And Inspect A A,B C,D
Construction Management
VAB 4042
Project Control
MANPOWER
MATERIALS
METHODS
PROJECT
MONEY
MACHINES
10
11
13
Schedule Control
Determining the current status of the project schedule Influencing the factors that create schedule changes Determining that the project schedule has changed Managing the actual changes as they occur
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Schedule Control
Inputs
1. Schedule management plan 2. Schedule baseline 3. Performance reports 4. Approved change requests
Outputs
1. Schedule model data (updates) 2. Schedule baseline (updates) 3. Performance measurement 4. Requested changes 5. Recommended corrective actions 6. Organizational process assets (updates) 7. Activity list (updates) 8. Activity attributes (updates) 9. Project management plan (updates)
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Schedule Baseline
Component of the PM plan that provides the basis for measuring and reporting schedule performance.
Performance Report
Provide information on schedule performance such as which planned dates have been met and which have not.
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Progress Reporting
Includes information such as actual start and finish dates, and the remaining durations for unfinished activities.
Performance Measurement
Produce the Schedule Variance (SV) and Schedule Performance Index (SPI), which are used to access the magnitude of any project schedule variations that do occur.
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Variance Analysis
Comparing target schedule dates with the actual/forecast start and finish dates for the detection of deviations and for the implementation of corrective actions in case of delays.
18
Performance Measurements
The calculated schedule variance (SV) and schedule performance index (SPI) values for WBS components.
Requested Changes
SV analysis along with review of progress reports, results of performance measures, and modifications to the project model can result in requested changes to the project schedule baseline.
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20
Cost Control
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Cost Control
Influencing the factors that create changes to the cost baseline Ensuring requested changes are agreed upon Managing the actual changes when and as they occur Assuring that potential cost overruns do not exceed the authorized funding periodically and in total for the project. Monitoring cost performance to detect and understand variances from the cost baseline Recording all appropriate changes accurately against the cost baseline Preventing incorrect, inappropriate, or unapproved changes from being included in the reported cost or resource usage Informing appropriate stakeholders of approved changes Acting to bring expected cost overruns within acceptable limits
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Cost Control
Inputs
1. Cost baseline 2. Project funding requirements 3. Performance reports 4. Work performance information
Outputs
1. Cost estimate (updates) 2. Cost baseline (updates) 3. Performance measurements 4. Forecasted completion 5. Requested changes 6. Recommended corrective actions 7. Organizational process assets (updates) 8. Project management plan (updates)
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Cost Baseline
A time-phased budget that is used as a basis against which to measure, monitor, and control overall cost performance of the project. Usually displayed by S-curve
Performance Reports
Provide information on cost and resource performance as a result of actual work progress.
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25
Forecasting
Making estimates or predictions of conditions in the projects future based on information and knowledge available at the time of the forecast.
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cont
Variance Management
The amount of variance tends to decrease as more work is accomplished. The larger variances allowed at the start of the project can be decreased as the project nears completion. The cost management plan describes how cost variances will be managed.
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Performance Measurement
The calculated CV, SV, CPI, and SPI value for WBS components.
Forecasted Completion
Either a calculated EAC or ETC value or a performing organization-reported EAC or ETC value is documented and communicated.
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Requested Changes
Analysis of project performance can generate a request for a change to some aspect of the project. Identified changes can require increasing or decreasing the budget.
S CURVE
100%
Completion
Job Progress
Delay
Unachieved Work
Job Start
0%
Timenow Time
30
100%
AC
PV
Schedule Variance
EV
Time
Overspend
EARNED VALUE
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Week 7
Week 7
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Week 7
SV = EV PV
Note SV is in money units Schedule Variance Percentage (SV%) SV% = SV/EV Cost Variance (CV) is the difference between the works estimated cost and its actual cost. CV = EV AC
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Week 7
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EAC
BAC
PC (Planned) AC
PV
SV
PC (Actual) EV
CV
Time-now
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Sample Calculations
Assume Time-now is End of Week 2. From the Table: BAC = $2,500 PV = $700 PC (Planned) = 28% EV = $625 PC (Actual) = 25% AC = $750 SV = EV PV = $625 - $700 = - $75
EAC (Schedule) = Total Scheduled Period/SPI = 6 weeks/0.89 = 6.74 weeks = 5 days delay EAC (Cost) = BAC/CPI = $2,500/0.83 = $3,012 ($512 over)
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EAC
BAC
PC (Planned) AC
+$512
PV
SV
PC (Actual) EV
CV
+5 days
Time-now
41