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Abraham Assefa Tsehayae (PhD) CENG 6101 Construction Economics Project Cost Control Abraham Assefa Tsehayae, PhD May, 2017 1/36

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Page 1: Project Cost Control

Abraham Assefa Tsehayae (PhD)

CENG 6101 Construction Economics

Project Cost Control

Abraham Assefa Tsehayae, PhD

May, 2017

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Page 2: Project Cost Control

Abraham Assefa Tsehayae (PhD)

Construction Project Management

1. Decision to Bid2. Project Planning (develop WBS and CMS)3. Project Estimating and Scheduling4. Resource Allocation and Leveling5. Submit Bid (proceed if awarded contract)6. Estimate then forms basis of budget during construction

(both use similar WBS and CBS)7. Schedule forms basis of execution plan (use similar WBS)8. Cost control: compare actual to budgeted costs9. Schedule control: compare actual to planned progress10. Detect deviations and implement timely corrective

actions

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Abraham Assefa Tsehayae (PhD)

Two types of systems for job cost data collection:Financial control system: payroll, accounting, etc.Cost control system: man-hours spent on work packages, cost and productivity data, data on labour, material, equipment

Where are Cost Data Initiated?Labour: time sheets, foremanโ€™s daily work report, companyโ€™s payroll systemLabour data collected: craft, level (apprentice, journeyman), hours (regular, overtime), work package(s) worked onEquipment: equipment time sheets (similar to labour)Material: purchase orders, material delivery slips, material cost records (materials management system)

Job-based Cost Control

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Abraham Assefa Tsehayae (PhD)

Monitoring ProductivityAnother component of control is tracking productivity on basis of manhours/unit (i.e., input/output)Three methods of measuring output:

Estimated % completePhysical measurementEarned value

Estimated % CompleteBased on observationSimple and inexpensiveSubjective and not sensitive to scope changesEstimated quantity complete= total quantity * estimated % complete

Project Control

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Abraham Assefa Tsehayae (PhD)

Physical MeasurementOutput based on actually counting or measuring number of work units completed (e.g., diameter inches of pipe welds, m3 of earthwork)Objective, detailed, accounts for scope changesTime consuming, expensive

Earned ValueActual manhours taken from time sheetsActual quantities based on โ€œrules of creditโ€ agreed upon in advance of work being undertaking (for budgeting and payment purposes)e.g., 80-20 rule: 20% credit given for commencing activity, 80% credit given for completing activity

Project Control

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Abraham Assefa Tsehayae (PhD)

Earned ValueMore common is milestone approach: e.g., formwork activity:

Fabricate = 60% credit, Erect = 20% credit, Remove forms = 15% credit, Clean forms = 5% credit

Rules of credit may reflect effort or work involved

Earned value for manhours= earned value for quantities * estimated (budgeted) productivityEV (mhrs) = EV (m3) * estimated mhr/m3

Performance (Productivity) Factor (PF)= Earned value mhrs / Actual mhrs

(PF > 1.0 is good in this case)

Project Control

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โ€ข Period PF used for immediate control purposes to remedy trends.

โ€ข Cumulative PF used to forecast costs at completion.

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(PF < 1.0 is good in this case)

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Abraham Assefa Tsehayae (PhD)

Project and Budget Performance

BCWS (planned value - PV) = budgeted cost of work scheduled

BCWP (earned value - EV) = budgeted cost of work performed

ACWP (actual cost - AC) = actual cost of work performed = commitments + payments due + payments made

Project Control

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Cost Performance

CV = cost varianceCV = BCWPโ€“ACWP = EV-AC

CPI = cost performance index (periodic)CPI = BCWP/ACWP = EV/ACCPI < 1.0 indicates cost overrunCPI > 1.0 indicates cost underrun

Cumulative cost performance index (CPIC) (sum of periodic values for each index):

CPIC = EVC/ACC

Used to forecast project costs at completion

Project Control

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Abraham Assefa Tsehayae (PhD)

Schedule Performance

SV = schedule varianceSV = BCWPโ€“BCWS = EV-PV

SPI = schedule performance index (periodic)SPI = BCWP/BCWS = EV/PVSPI < 1.0 indicates behind scheduleSPI > 1.0 indicates ahead of schedule

SPI used to predict project completion date, and in conjunction with CPI to forecast costs at completion

Project Control

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Abraham Assefa Tsehayae (PhD)

Earned Value Technique

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Abraham Assefa Tsehayae (PhD)

ForecastingBudget at completion (BAC):

BAC = total cumulative PV at completionEstimate to complete (ETC): estimate for completing remaining workETC can be calculated based on 3 different scenarios

Scenario 1:ETC based on new estimate:

Revised estimate for work remainingOriginal estimate assumptions flawed or no longer relevant

Scenario 2:ETC based on atypical variances:

ETC = BAC โ€“ EVC

Current variances atypical and will not occur in future

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ForecastingScenario 3:

ETC based on typical variances:ETC = (BAC โ€“ EVC )/CPIC

Current variances typical of future variances

Estimate at completion (EAC): projected or anticipated total cost when project is completed. Accordingly, EAC can be calculated based on 3 different scenarios

Scenario 1:EAC based on new estimate

EAC = ACC + ETC (new estimate)Original estimate assumptions flawed or no longer relevant

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ForecastingScenario 2:

EAC based on atypical variances:EAC = ACC + BAC โ€“ EVC

Current variances atypical and will not occur in futureScenario 3:

EAC based on typical variances:EAC = ACC + ((BAC โ€“ EVC) / CPIC)Current variances typical of future variances

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Example

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Chapter 1โ€”Introduction

Figure 1-4. Work Planโ€”Gantt (Bar) Chart

Figure 1-5. Performance Measurement Baseline (PMB)

In the project control process, EVM requires that physical work progress be assessedand budgetary earned value be credited (using the selected earned value measurementtechniques), as prescribed in the project management plan. With this earned valuedata, the planned value data from the performance measurement baseline, and theactual cost data from the project cost tracking system, the project team can performEVM analysis at the control account and other levels of the project work breakdownstructure, and report the EVM results as needed.

ยฉ2005 Project Management Institute, Four Campus Boulevard, Newtown Square, PA 19073-3299 USA 5

Construction Economics Project Control

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Abraham Assefa Tsehayae (PhD)

Example

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Chapter 2โ€”Basic Elements of Earned Value Management

12 ยฉ2005 Project Management Institute, Four Campus Boulevard, Newtown Square, PA 19073-3299 USA

for determining Earned Value. A Planned Value is assigned to each LOE task for eachmeasurement period. This Planned Value is automatically credited as the Earned Valueat the end of the measurement period.

LOE should be used only when the task does not lend itself to a technique thatactually measures physical work progress. LOE tasks have no schedule variance andbias the project data toward an on-schedule condition. They also can reflect misleadingcost variances if they are not executed with the human resources on whom the costestimates and planned values in the performance measurement baseline are based.

Earned ValueWhile value is planned and measured using the Earned Value techniques outlinedabove, value is earned by accomplishing the planned work. Earned Value is creditedwhen progress is demonstrated in accordance with the Earned Value techniqueselected for the planned work. For discrete work, observable evidence of a tangibleproduct or progress is required.

The status of Project EZ after four months is presented in Figure 2-6. This progressreport indicates that all of the work planned for Task 1 has been accomplished. Thisdiscrete work was planned and measured using the 50/50 EV technique. The workwas credited with an Earned Value of 6 by demonstrating physical and objective

Figure 2-6. Work Plan and Status for Project EZ (As of April 30)

Construction Economics Project Control

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Abraham Assefa Tsehayae (PhD)

Example

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Chapter 2โ€”Basic Elements of Earned Value Management

14 ยฉ2005 Project Management Institute, Four Campus Boulevard, Newtown Square, PA 19073-3299 USA

Figure 2-7. Cumulative Planned Value, Earned Value, and Actual Cost for Project EZ(As of April 30)

Construction Economics Project Control

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Abraham Assefa Tsehayae (PhD)

Example

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Chapter 3โ€”EVM Performance Analysis and Forecasting

16 ยฉ2005 Project Management Institute, Four Campus Boulevard, Newtown Square, PA 19073-3299 USA

Figure 3-1. EVM Performance Measures

Figure 3-2. EVM and Basic Project Management Questions

Figure 3-3. Interpretations of Basic EVM Performance Measures

Construction Economics Project Control

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Abraham Assefa Tsehayae (PhD)

Schedule Analysis and Forecasting ๐‘†๐‘‰ = ๐ธ๐‘‰ โˆ’ ๐‘ƒ๐‘‰ = 32 โˆ’ 48 = โˆ’16 ๐‘ข๐‘›๐‘“๐‘Ž๐‘ฃ๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐‘†๐‘‰% = 9:;: = โˆ’<=

>? = โˆ’33% ๐‘ข๐‘›๐‘“๐‘Ž๐‘ฃ๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐‘†๐‘ƒ๐ผ = ;:A: =

BC>? = 0.67 ๐‘ข๐‘›๐‘“๐‘Ž๐‘๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐ธ๐ด๐ถI =(KLMNOP )

( KLMRSTUVW)

=XYZ

Z.[[[\XYZX]

= 18๐‘š๐‘œ๐‘›๐‘กโ„Ž๐‘  > 12๐‘š๐‘œ๐‘›๐‘กโ„Ž๐‘ 

Cost Analysis and Forecasting๐ถ๐‘‰ = ๐ธ๐‘‰ โˆ’ ๐ด๐ถ = 32 โˆ’ 40 = โˆ’8 ๐‘ข๐‘›๐‘“๐‘Ž๐‘ฃ๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐ถ๐‘‰% = c:;: = โˆ’ ?

BC = โˆ’25% ๐‘ข๐‘›๐‘“๐‘Ž๐‘ฃ๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐ถ๐‘ƒ๐ผ = ;:ec =

BC>f = 0.80 ๐‘ข๐‘›๐‘“๐‘Ž๐‘๐‘œ๐‘ข๐‘Ÿ๐‘Ž๐‘๐‘™๐‘’

๐ธ๐ด๐ถ = geccAh =

<iff.?f = 187.50 > 150

๐‘‡๐ถ๐‘ƒ๐ผ = geck;:geckec

= <ifkBC<ifk>f

= 1.07 โ†’ For the project to achieve the BAC, performance must improve from a CPI of 0.80 to a TCPI (To-Complete PI) of 1.07

Example

22Construction Economics Project Control

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Factors Influencing Original Plan

Changes in time or cost objectives for completionChanges in operating policiesChanges in technical specificationsChanges in construction methodsChanges in ownerโ€™s needsRevised activity time estimatesInaccurate planning of activity relationshipsFailure of suppliers or contractors to deliver on timeReassessment of resource requirements and usageUnexpected technical difficulties, environmental conditions, market fluctuations

Project Cost Control

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Elements of Management ControlObtaining feedback from output and comparing it with designed performance levelsResponding to changing conditions to mitigate their effectsImplementing corrective actionsRequires management of change and unexpected conditions

Project Cost Control

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Change ControlChanges required to: (1) correct errors or omissions (2) changes in scope due to economic or functional reasonsProject manager must establish formal procedure for control of changesAuthorization of changes required โ†’ becomes a change orderRisky for contractor to implement changes prior to obtaining written authorization

Project Cost Control

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Data to Collect at Project Closeoutโ€œAs-builtโ€ CPM network from design to constructionCrew composition, mhrs per unit measureEquipment usage per unit measureMaterials consumed per unit measureOverhead expenditure as % total job costLearning curve effectsProgress at different stages in projectSpecial difficulties, problems encounteredEffective techniques and corrective actionsEvaluation of consultantsโ€™, contractorsโ€™, subcontractorsโ€™ performanceComparison of sub-element cost in design estimates with actual costs at completionActual vs. estimated contingency and profit

Project Closeout

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References:

CIV E 601: Project Management, Lecture Notes, Fayek, A. R. University of Alberta, 2013. Project Management: Techniques in Planning and Controlling Construction Projects, 2nd Edition, Ahuja, Dozzi, and AbouRizk, John Wiley and Sons, 1994.Earned Value Management: Practical Guide, PMI, 200?.

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