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Project Planning and Estimating Flashcards

7 cards from real Civil Engineering PE practice questions. Tap to flip, then mark Knew It or Still Learning — missed cards come back until you master them.

Read the first 7 Project Planning and Estimating flashcards as text
  1. A project has the following activities with durations: A=5d, B=3d, C=4d, D=6d, E=2d. The network shows A→C→E and A→B→D→E as paths. What is the critical path duration?

    Answer: 16 days

    Path A→B→D→E = 5+3+6+2 = 16 days, which is longer than A→C→E = 5+4+2 = 11 days, making it the critical path.

  2. Which estimating method uses historical cost data from similar completed projects as its primary basis?

    Answer: Analogous estimating

    Analogous estimating relies on actual cost data from previous similar projects to estimate future project costs.

  3. A contractor submits a bid of $2,400,000 for a project. If the contractor's overhead is 12% and profit is 8% of the total bid, what is the estimated direct cost?

    Answer: $1,920,000

    Direct cost = $2,400,000 × (1 - 0.12 - 0.08) = $2,400,000 × 0.80 = $1,920,000.

  4. In earned value management, a project has BAC=$500,000, EV=$300,000, AC=$350,000. What is the Cost Performance Index (CPI)?

    Answer: 0.86

    CPI = EV/AC = $300,000/$350,000 ≈ 0.86, indicating the project is over budget.

  5. The Master Format specification system used in construction is organized primarily by:

    Answer: Work results and construction products

    MasterFormat organizes specifications by work results and construction products, providing a standard numbering system for construction documents.

  6. What does a negative float (slack) on a non-critical activity indicate in a project schedule?

    Answer: The project cannot meet its deadline without changes

    Negative float indicates the project schedule is infeasible and cannot meet its imposed deadline without compressing activities or adding resources.

  7. A construction project uses a unit price contract for earthwork at $8.50/CY. If the estimated quantity is 50,000 CY but the actual quantity is 62,000 CY, what is the final payment for earthwork?

    Answer: $527,000

    Final payment = actual quantity × unit price = 62,000 CY × $8.50/CY = $527,000.