Model paper

Dean's Office Official Model Question Paper

EED 221 · Project Planning & Management

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Programme
BBM
Academic year
Semester 8
Paper type
Official Model Question
Sitting
Dean's Office Blueprint
Full marks
60
Duration
180 minutes

Tribhuvan University

Faculty of Management

Office of the Dean

Official Model Question Paper / Dean's Office Blueprint

Course: EED 221 · Project Planning & Management

Level: Bachelor of Business Management (BBM) · Semester 8

Full Marks: 60

Time: 3 hrs.

Candidates are required to give their answers in their own words as far as practicable. The figures in the margin indicate full marks.

Group A

Brief Answer Questions. Attempt ALL questions.

[5 × 2 = 10]
  1. Define a Project and state its three triple constraints.

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    Answer: Project: A temporary endeavor undertaken to create a unique product, service, or result, characterized by a defined beginning and end. Triple Constraints: Scope, Time (Schedule), and Cost (Budget) (with Quality at the center).

  2. What is a Work Breakdown Structure (WBS) in project scope management?

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    Answer: Work Breakdown Structure (WBS): A hierarchical, deliverable-oriented decomposition of the total scope of work to be carried out by the project team, culminating at the lowest level in manageable work packages.

  3. Differentiate between Critical Path Method (CPM) and PERT.

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    Answer:

    • CPM (Critical Path Method): Deterministic model using a single, known activity duration estimate; best suited for repetitive construction and manufacturing projects.
    • PERT (Program Evaluation and Review Technique): Probabilistic model using three time estimates (Optimistic aa, Most Likely mm, Pessimistic bb) to calculate expected duration under high uncertainty (R&D, software).
  4. Define Earned Value Management (EVM) and write the formula for Cost Performance Index (CPI).

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    Answer: \nEarned Value Management (EVM): A project performance measurement methodology that integrates scope, schedule, and cost metrics into a unified assessment:

    CPI=EV (Earned Value)AC (Actual Cost)CPI = \frac{EV \text{ (Earned Value)}}{AC \text{ (Actual Cost)}}
    • CPI>1.0CPI > 1.0: Project is under budget (favorable).
    • CPI<1.0CPI < 1.0: Project is over budget (cost overrun).
  5. What is Project Crashing in schedule compression?

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    Answer: Project Crashing: A schedule compression technique in which additional resources (overtime, extra machinery, subcontracting) are added to critical path activities to attain the maximum schedule duration reduction for the least incremental cost.

Group B

Descriptive Answer Questions. Attempt any THREE questions.

[3 × 10 = 30]
  1. The network activity schedule for a telecommunications tower construction project is given below:

    Activity Predecessor Normal Time (Days) Crash Time (Days) Normal Cost (Rs.) Crash Cost (Rs.)
    A 4 2 10,000 14,000
    B 6 4 12,000 18,000
    C A 5 3 15,000 21,000
    D B 4 2 8,000 14,000
    E C, D 3 2 6,000 9,000

    Required: a) Draw the project network diagram (AOA or AON). b) Identify all paths and determine the Critical Path and the Normal Project Duration. c) Compute the cost slope per day for each activity. d) Crash the project by 2 days at minimum additional cost.

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    Solution: Project Network and Crashing Analysis

    a) & b) Paths and Critical Path Identification

    • Path 1: ACE    Duration=4+5+3=12 daysA \to C \to E \implies \text{Duration} = 4 + 5 + 3 = 12 \text{ days}.
    • Path 2: BDE    Duration=6+4+3=13 daysB \to D \to E \implies \text{Duration} = 6 + 4 + 3 = 13 \text{ days}.

    Results:

    • Critical Path: BDEB \to D \to E
    • Normal Project Duration: 13 Days
    • Non-critical Path (ACEA \to C \to E) has a slack of 1312=1 day13 - 12 = 1 \text{ day}.

    c) Cost Slope per Day for Each Activity

    Cost Slope=Crash CostNormal CostNormal TimeCrash Time\text{Cost Slope} = \frac{\text{Crash Cost} - \text{Normal Cost}}{\text{Normal Time} - \text{Crash Time}}
    • Activity A: 14,00010,00042=4,0002=Rs. 2,000/day\frac{14,000 - 10,000}{4 - 2} = \frac{4,000}{2} = \text{Rs. } 2,000/\text{day} (Max crash = 2 days)
    • Activity B: 18,00012,00064=6,0002=Rs. 3,000/day\frac{18,000 - 12,000}{6 - 4} = \frac{6,000}{2} = \text{Rs. } 3,000/\text{day} (Max crash = 2 days)
    • Activity C: 21,00015,00053=6,0002=Rs. 3,000/day\frac{21,000 - 15,000}{5 - 3} = \frac{6,000}{2} = \text{Rs. } 3,000/\text{day} (Max crash = 2 days)
    • Activity D: 14,0008,00042=6,0002=Rs. 3,000/day\frac{14,000 - 8,000}{4 - 2} = \frac{6,000}{2} = \text{Rs. } 3,000/\text{day} (Max crash = 2 days)
    • Activity E: 9,0006,00032=3,0001=Rs. 3,000/day\frac{9,000 - 6,000}{3 - 2} = \frac{3,000}{1} = \text{Rs. } 3,000/\text{day} (Max crash = 1 day)

    d) Crashing Project by 2 Days (Target: 11 Days)

    1. Crash Day 1 (13 to 12 Days):

      • Critical path activities are B,D,EB, D, E (all cost Rs. 3,000/day).
      • Crash critical activity E by 1 day.
      • Path durations become:
        • Path 1 (ACEA-C-E): 4+5+2=114 + 5 + 2 = 11 days.
        • Path 2 (BDEB-D-E): 6+4+2=126 + 4 + 2 = 12 days (Still sole critical path).
      • Additional cost = Rs. 3,000.
    2. Crash Day 2 (12 to 11 Days):

      • Critical path is still BDEB-D-E (Duration = 12 days).
      • Activity EE cannot be crashed further.
      • Candidate critical activities: BB (Rs. 3,000/day) or DD (Rs. 3,000/day).
      • Crash Activity B by 1 day.
      • Path durations become:
        • Path 2 (BDEB-D-E): 5+4+2=115 + 4 + 2 = 11 days.
        • Path 1 (ACEA-C-E): 4+5+2=114 + 5 + 2 = 11 days.
      • Both paths are now critical at 11 days.
      • Additional cost = Rs. 3,000.

    Total Minimum Additional Crash Cost: 3,000+3,000=Rs. 6,0003,000 + 3,000 = \mathbf{\text{Rs. } 6,000}. New Project Duration = 11 Days.

  2. Explain the Logical Framework Approach (LogFrame) in development project planning. Detail the four levels of hierarchy and the four columns of a standard LogFrame matrix.

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    The Logical Framework Approach (LFA) and LogFrame Matrix

    The LogFrame is a systematic analytical tool used by project planners and international development agencies (UNDP, World Bank) to structure, monitor, and evaluate projects.

    1. The 4x4 Matrix Structure

    Project Structure (Vertical Logic) Indicators (OVIs) Means of Verification (MoVs) Critical Assumptions
    Goal (Impact) Measurable societal benefits National surveys, census data Broader socioeconomic stability
    Outcomes (Purpose) Immediate benefits to target group Project evaluation reports Community behavioral adoption
    Outputs Tangible deliverables produced Progress reports, site audits Timely supplier delivery
    Activities Tasks executed using inputs Budget ledgers, timesheets Political and administrative approvals

    2. The Vertical Hierarchy of Objectives (If-Then Logic)

    1. Activities: Specific action tasks executed using allocated project resources (e.g., construct 5 health clinics).
    2. Outputs: The direct, tangible physical products and services delivered (e.g., 5 fully equipped operational clinics).
    3. Outcomes: The behavioral changes and benefits realized by target beneficiaries (e.g., 80% increase in maternal healthcare consultations).
    4. Goal: The ultimate, higher-level national or regional objective to which the project contributes (e.g., reduction in maternal mortality across Karnali Province).

    3. Horizontal Logic

    • Objectively Verifiable Indicators (OVIs): Explicit targets specifying Quantity, Quality, and Time (QQT).
    • Means of Verification (MoVs): The auditable documentation verifying indicator achievement.
    • Assumptions: External conditions outside project management’s control that must hold true for success.
  3. Discuss Project Risk Management. Explain the processes of Risk Identification, Qualitative Risk Assessment (Risk Probability-Impact Matrix), and the four standard Risk Response Strategies.

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    Project Risk Management Process

    1. Core Stages of Project Risk Management

    1. Risk Identification: Uncovering potential uncertainties using brainstorming, Delphi technique, checklist analysis, and SWOT reviews. Recorded in the Project Risk Register.
    2. Qualitative Risk Analysis: Prioritizing risks by assessing their probability of occurrence (PP) and potential negative impact (II) on project objectives.
    3. Quantitative Risk Analysis: Numerical modeling of risk exposure using Monte Carlo simulation and Expected Monetary Value (EMV).
    4. Risk Monitoring & Control: Tracking identified risks, executing contingency plans, and evaluating risk response effectiveness throughout the project lifecycle.

    2. Risk Probability-Impact (P\imesIP \imes I) Matrix

    Risks are plotted on a 5x5 grid:

    • Red Zone (High Probability, High Impact): Critical threats requiring mandatory executive escalation and active mitigation plans.
    • Yellow Zone (Moderate Risk): Monitored with assigned risk owners.
    • Green Zone (Low Probability, Low Impact): Placed on a passive watch-list.

    3. The Four Standard Risk Response Strategies (Negative Threats)

    1. Avoidance: Changing the project management plan to eliminate the threat entirely (e.g., adopting a proven technology instead of experimental software).
    2. Mitigation: Taking early proactive steps to reduce the probability or impact of a risk (e.g., installing backup power generators).
    3. Transference: Shifting financial impact to a third party (e.g., purchasing all-risk construction insurance, using fixed-price turnkey contracts).
    4. Acceptance: Acknowledging the risk without proactive change; establishing contingency financial reserves for residual threats.
  4. Examine the role of Stakeholder Management in project governance. Explain Mitchell’s Stakeholder Salience Model (Power, Legitimacy, Urgency).

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    Stakeholder Management and Mitchell’s Salience Model

    1. Concept of Stakeholder Governance

    Project stakeholders are individuals or organizations whose interests may be positively or negatively affected by project execution. Managing stakeholder expectations is critical to prevent community opposition, permitting delays, and scope disputes.


    2. Mitchell, Agle, and Wood’s Stakeholder Salience Model

    Stakeholder importance (‘salience’) is assessed across three diagnostic attributes:

    1. Power: The stakeholder’s ability to impose their will upon the project through coercive (force/protests), utilitarian (financial resources), or normative (symbolic influence) power.
    2. Legitimacy: The perceived moral, legal, or societal appropriateness of the stakeholder’s claim on the project.
    3. Urgency: The degree to which stakeholder claims call for immediate attention (time-sensitivity and criticality to the stakeholder).

    3. Resulting Typology of Stakeholders

    • Latent Stakeholders (Possess 1 Attribute - Low Salience):
      • Dormant (Power only): Monitor (e.g., prospective regulators).
      • Discretionary (Legitimacy only): Good corporate citizens (e.g., charities).
      • Demanding (Urgency only): Noisy but low influence.
    • Expectant Stakeholders (Possess 2 Attributes - Moderate Salience):
      • Dominant (Power + Legitimacy): Formal leaders, investors, local municipalities.
      • Dependent (Legitimacy + Urgency): Displaced local landholders requiring advocacy.
      • Dangerous (Power + Urgency): Militant groups or unlawful striking workers.
    • Definitive Stakeholders (Possess all 3 Attributes - Highest Salience):
      • Project sponsors and regulatory permitting agencies; must be given highest priority.

Group C

Comprehensive Answer / Case Analysis Question. Attempt ALL questions.

[1 × 20 = 20]
  1. Project Management Case Study: Melamchi-Style Mega-Infrastructure Delays and Earned Value Audit

    The Bagmati Urban Water Supply Project is a Rs. 15,000,000,000 national pride infrastructure undertaking to construct a 22-kilometer water diversion mountain tunnel:

    • Status at Month 24:
      • The project was planned to be completed over 40 months with a linear Planned Value (PV) expenditure of Rs. 375,000,000 per month (Total Budget at Completion, BAC=Rs. 15,000,000,000BAC = \text{Rs. } 15,000,000,000).
      • At the end of Month 24, an independent engineering audit revealed that only 45% of the total physical tunneling work is actually completed.
      • The project financial controller reports that actual expenditure (Actual Cost, AC) incurred to date stands at Rs. 9,000,000,000.
    • Underlying Crisis:
      • The main contractor encountered unexpected geologically fragile rock fault lines, triggering cave-ins.
      • Local construction material cartels blocked stone aggregate transport.
      • The contractor filed financial claims demanding a 40% price variation escalation, threatening to abandon the tunneling boring equipment unless cash advances were granted.

    Required: a) Calculate the Planned Value (PV), Earned Value (EV), and Actual Cost (AC) at Month 24. (5 Marks) b) Compute the Cost Variance (CV), Schedule Variance (SV), Cost Performance Index (CPI), and Schedule Performance Index (SPI). Interpret each metric. (7 Marks) c) Estimate the projected Estimate at Completion (EAC) and Variance at Completion (VAC) assuming current cost efficiency continues. Formulate an emergency contractual turnaround plan. (8 Marks)

    [20]
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    Comprehensive Project Case Solution: Earned Value Analysis

    a) Earned Value Metrics at Month 24

    • Budget at Completion (BACBAC): Rs. 15,000,000,000
    • Planned Duration: 40 Months
    • Elapsed Time: 24 Months
    1. Planned Value (PVPV):

      PV=2440×BAC=60%×15,000,000,000=Rs. 9,000,000,000PV = \frac{24}{40} \times BAC = 60\% \times 15,000,000,000 = \text{Rs. } 9,000,000,000

    2. Earned Value (EVEV):

      EV=% Physical Work Completed×BAC=45%×15,000,000,000=Rs. 6,750,000,000EV = \% \text{ Physical Work Completed} \times BAC = 45\% \times 15,000,000,000 = \text{Rs. } 6,750,000,000

    3. Actual Cost (ACAC):

      AC=Rs. 9,000,000,000AC = \text{Rs. } 9,000,000,000


    b) Variances and Performance Indices

    1. Cost Variance (CVCV):

      CV=EVAC=6,750,000,0009,000,000,000=Rs. 2,250,000,000CV = EV - AC = 6,750,000,000 - 9,000,000,000 = \mathbf{-\text{Rs. } 2,250,000,000}
      Interpretation: Negative variance indicates a severe cost overrun of Rs. 2.25 Billion.

    2. Schedule Variance (SVSV):

      SV=EVPV=6,750,000,0009,000,000,000=Rs. 2,250,000,000SV = EV - PV = 6,750,000,000 - 9,000,000,000 = \mathbf{-\text{Rs. } 2,250,000,000}
      Interpretation: Negative variance indicates the project is significantly behind schedule (15% behind planned physical progress).

    3. Cost Performance Index (CPICPI):

      CPI=EVAC=6,750,000,0009,000,000,000=0.75CPI = \frac{EV}{AC} = \frac{6,750,000,000}{9,000,000,000} = \mathbf{0.75}
      Interpretation: The project is generating only Rs. 0.75 worth of work for every Rs. 1.00 spent.

    4. Schedule Performance Index (SPISPI):

      SPI=EVPV=6,750,000,0009,000,000,000=0.75SPI = \frac{EV}{PV} = \frac{6,750,000,000}{9,000,000,000} = \mathbf{0.75}
      Interpretation: Project progress is advancing at only 75% of the scheduled rate.


    c) Forecasting and Contractual Turnaround Strategy

    1. Estimate at Completion (EACEAC): Assuming future performance continues at the current CPI of 0.75:

      EAC=BACCPI=15,000,000,0000.75=Rs. 20,000,000,000EAC = \frac{BAC}{CPI} = \frac{15,000,000,000}{0.75} = \mathbf{\text{Rs. } 20,000,000,000}

    2. Variance at Completion (VACVAC):

      VAC=BACEAC=15,000,000,00020,000,000,000=Rs. 5,000,000,000VAC = BAC - EAC = 15,000,000,000 - 20,000,000,000 = \mathbf{-\text{Rs. } 5,000,000,000}
      The project is projected to exceed its original budget by Rs. 5 Billion upon completion.

    3. Turnaround and Dispute Resolution Blueprint:

      • Independent Dispute Adjudication Board (DAB): Appoint an independent technical panel under FIDIC Red Book conditions to examine whether geological rock fault lines were ‘unforeseeable physical conditions’ (Sub-Clause 4.12) eligible for contract variation.
      • Direct Material Supply Security: Partner with the Ministry of Home Affairs and District Administration to dismantle local transport cartels and guarantee secure corridor supply of construction aggregates.
      • Incentive Milestones for Tunnel Breakthrough: Restructure the remaining scope with milestone bonuses for timely boring completion, rather than unconditional cash advances.