Earned Value Analysis (EVA)
Dr Adewale Abimbola, FHEA, GMICE
Aim and Objectives
• Assess the progress of a construction project based on the measured progress achieved.
• Forecast total cost and date of completion of a construction project.
• Explain the importance of monitoring costs in construction projects.
Learning Outcome and Assessment Criteria
P5. Describe the key principles of construction project management.
M3. Compare different techniques for planning and managing resources.
Earned Value Analysis - Definition
Earned Value Management – Fundamental Notions
Earned value management (EVM) serves the purpose of addressing three critical questions in project management:
Three primary data sources in earned value management include:
VARIANCE ANALYSIS
SV = BCWP – BCWS
CV = BCWP – ACWP
• Variance refers to a measurable deviation from a known baseline or expected value.
• Two fundamental expressions of variance include schedule variance and cost variance.
PERFORMANCE INDICES
• To analyse project performance.
• Two key performance indexes are the Schedule Performance Index (SPI) and Cost Performance Index (CPI).
Case Study
Activities | Start date | Duration (weeks) | Direct Cost (£) |
Demolition / site preparation | 01/11/2023 | 4 | 45,000.00 |
Substructure | 29/11/2023 | 3 | 48,000.00 |
Prefab. Columns / slabs / beams | 20/12/2024 | 3 | 117,000.00 |
Claddings | 10/01/2024 | 3 | 80,000.00 |
Roof | 17/01/2024 | 2 | 35,000.00 |
Wall, windows, doors & stairs | 31/01/2024 | 2 | 90,000.00 |
Mechanical / Electrical services | 14/02/2024 | 2 | 115,000.00 |
Drainage/Eternal works | 28/02/2024 | 2 | 25,000.00 |
| | | 555,000.00 |
Table 1. Activity schedule.
Figure 1. Construction programme.
Case Study (Cont’d)
Operations | Actual % Completion | Actual Cost |
Site Preparation/Demolition | 100 |
45,000.00 |
Substructure | 100 |
48,000.00 |
Prefab Col./Slabs/Beams | 100 | 120,000.00 |
Claddings | 33.3 |
50,000 |
Roof | 0 | 0 |
Wall, windows, doors, & stairs | 0 | 0 |
Mechanical/Electrical services | 0 | 0 |
Drainage/External works | 0 | 0 |
Table 2. Field report compiled on January 17, 2024
Questions
Solution
Activities | Duration (weeks) | Direct Cost (£) | Direct costs per week (£) |
Demolition/Site preparation |
4 |
45,000.00 | 11,250.00 |
Substructure | 3 | 48,000.00 | 16,000.00 |
Prefab. Columns / slabs / beams |
3 |
117,000.00 | 39,000.00 |
Claddings | 3 | 80,000.00 | 26,666.67 |
Roof | 2 | 35,000.00 | 17,500.00 |
Wall, windows, doors & stairs |
2 |
90,000.00 | 45,000.00 |
Mechanical / Electrical services |
2 |
115,000.00 | 57,500.00 |
Drainage/Eternal works | 2 | 25,000.00 | 12,500.00 |
| | 555,000.00 |
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Question 1
Solution
Refer to the EVA Excel file for breakdown
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| EARNED VALUE ANALYSIS (EVA) |
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| Week 1 | Week 2 | Week 3 | Week 4 | Week 5 | Week 6 | Week 7 | Week 8 | Week 9 | Week 10 | Week 11 | Week 12 | Week 13 | Week 14 | Week 15 | Week 16 | Week 17 | Week 18 | Week 19 | |
Operations | 01-Nov | 08-Nov | 15-Nov | 22-Nov | 29-Nov | 06-Dec | 13-Dec | 20-Dec | 27-Dec | 03-Jan | 10-Jan | 17-Jan | 24-Jan | 31-Jan | 07-Feb | 14-Feb | 21-Feb | 28-Feb | 06-Mar | |
Site Preparation/Demolition |
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Substructure | | | | |
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Prefab Col./Slabs/Beams | | | | | | | |
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Claddings | | | | | | | | | | |
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Roof | | | | | | | | | | | |
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Wall, windows, doors, & stairs | | | | | | | | | | | |
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Mechanical/Electrical services | | | | | | | | | | | |
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Drainage/External works | | | | | | | | | | | |
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Direct costs per week | 11,250 | 11,250 | 11,250 | 11,250 | 16000 | 16000 | 16000 | 39000 | 39000 | 39000 | 26666.67 | 26666.7 | 26666.7 | 45000 | 45000 | 57500 | 57500 | 12500 | 12500 |
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| 17500 | 17500 |
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| Total, ∑ |
Total: Direct costs per week | 11250 | 11250 | 11250 | 11250 | 16000 | 16000 | 16000 | 39000 | 39000 | 39000 | 26666.67 | 44166.7 | 44166.7 | 45000 | 45000 | 57500 | 57500 | 12500 | 12500 | 555000.01 |
Field report compiled on January 17, 2024.
Solution
Question 2
Operations | Actual cost of work performed (ACWP) | Budgeted cost of work performed (BCWP) | Budgeted cost of work schedule (BCWS) |
Site Preparation/Demolition | 45,000.00 | 45,000.00 | 45,000.00 |
Substructure | 48,000.00 | 48,000.00 | 48,000.00 |
Prefab Col./Slabs/Beams | 120,000.00 | 117,000.00 | 117,000.00 |
Claddings | 50,000.00 | 26,666.67 | 53,333.34 |
Roof | 0.00 | 0.00 | 17,500.00 |
Wall, windows, doors, & stairs | 0.00 | 0.00 | 0.00 |
Mechanical/Electrical services | 0.00 | 0.00 | 0.00 |
Drainage/External works | 0.00 | 0.00 | 0.00 |
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| 263,000.00 | 236,666.67 | 280,833.34 |
Field Reporting Date: January 17, 2024.
Solution
Question 3
Solution
Question 3
Solution
Question 4
CUMULATIVE COST – ACWP, BCWP, & BCWS
Duration (Weeks) | Cumulative ACWP | Cumulative BCWP | Cumulative BCWS |
0 | 0 | 0 | 0 |
4 | 45,000.00 | 45,000.00 | 45,000.00 |
7 | 93,000.00 | 93,000.00 | 93,000.00 |
10 | 213,000.00 | 210,000.00 | 210,000.00 |
11 | 263,000.00 | 236,666.67 | 263,333.34 |
12 | 263,000.00 | 236,666.67 | 280,833.34 |
Group Exercise
Activities | Duration (weeks) | Direct Cost (£) |
Strip site - topsoil to a depth of 150 mm minimum | 1 | 1,000.00 |
Excavate to reduced level | 1 | 1,500.00 |
Set out house foundations | 1 | 750.00 |
Excavate foundation trenches (including ducts for services) | 2 | 1,800.00 |
Cast concrete to deep strip foundations | 2 | 2,000.00 |
Brickwork to dpc (damp proof course) level | 2 | 2,400.00 |
Fill cavity below dpc level | 1 | 800.00 |
Supply and compact 150 mm hardcore to ground floor slab (including 50 mm sand blinding) | 1 | 1,650.00 |
Lay dpm (damp proof membrane) | 1 | 650 |
Spread and compact hardcore to ground floor slab | 1 | 500 |
Excavate trenches for drainage/inspection chambers & lay them | 2 | 900 |
Test drain for leaks and backfill drainage | 1 | 400 |
| | 14,350.00 |
Table 1. Activity schedule.
Group Exercise (Cont’d)
Table 2. Field report compiled on January 17, 2024
Questions
Operations | Actual % Complete | Actual Cost of Work Performed (ACWP) |
Strip site - topsoil to a depth of 150 mm minimum | 100 | 1000 |
Excavate to reduced level | 100 | 1550 |
Set out house foundations | 100 | 725 |
Excavate foundation trenches (including ducts for services) | 100 | 2000 |
Cast concrete to deep strip foundations | 50 | 1100 |
Brickwork to dpc (damp proof course) level | 0 | 0 |
Fill cavity below dpc level | 0 | 0 |
Supply and compact hardcore to ground floor slab (including 50 mm sand blinding) | 0 | 0 |
Lay dpm (damp proof membrane) | 0 | 0 |
Spread and compact hardcore to ground floor slab | 0 | 0 |
Excavate trenches for drainage/inspection chambers & lay them | 0 | 0 |
Test drain for leaks and backfill drainage | 0 | 0 |
| Total, ∑ | £6375.00 |
References /
Bibliography