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24-Bld-A3 Construction Engineering · Undated paper

Question 3 of 7: Multiple Choice Questions

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Examinations — 07-Bld-A3, May 2019 — Construction Engineering. Closed book; candidates may use one of the two approved calculators (Casio or Sharp). The paper prints seven questions of equal value (20 marks each) and states that any five questions constitute a complete paper, only the first five appearing in the answer book being marked. Candidates are urged to record any interpretive assumptions with their answers. All seven questions are worked below, because the set is intended as a study resource rather than as a single exam sitting.

Reference texts: Hendrickson, C. & Au, T., Project Management for Construction (2nd ed., Carnegie Mellon) — precedence networks with SS/FS lags, cash-flow financing, contract types; Halpin, D.W. & Senior, B.A., Construction Management (4th ed., Wiley) — CPM/LOB scheduling, formwork & equipment production, bonding and cash flow; Canadian Construction Documents Committee, CCDC 2 — Stipulated Price Contract (2020) — contract clauses, addenda, change orders, holdback; Canadian Foundation Engineering Manual (CFEM) & WorkSafeBC Occupational Health and Safety Regulation, Part 20 — excavation support and shoring.

Question 3: Multiple Choice Questions (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

No official answer key is available for this paper, so each answer below is the standard position in Canadian construction-management practice (Hendrickson & Au; Halpin & Senior; CCDC 2), stated without hedging; a small number of items (Q3, Q9) have plausible but not certain answers among close-worded distractors and are worth double-checking against course notes if used for self-study.

Approach. Each item is answered with the single best choice and a one-line reason grounded in standard construction contract law, project-controls, and CPM terminology.

#QuestionAnswerWhy
1Drawback of cost-plus-fixed-percentage contractsC. Contractor has no incentive to save moneyThe fee grows with cost, so lower cost means a smaller fee — the opposite of a savings incentive.
2Fast-track vs. phased constructionC. Design overlaps construction in each phaseThat overlap of design and construction is the defining feature of fast-tracking.
3Key benefit of Turn-Key contractsB. Quality satisfies owner requirementsA turnkey contractor is held to the owner's performance specification as a single point of responsibility, so meeting stated requirements is the core value proposition.
4Which contract form has least flexibility for design changes?A. Lump SumA fixed total price for a fixed scope makes any change require a formal, often costly, change order — the least flexible of the three.
5Correct statement about the construction industryB. Projects are getting more complex and more demandingStandard, uncontroversial industry observation; the other options (high R&D, high productivity vs. manufacturing) are factually the reverse of the industry's reputation.
6Measures that help owners reduce project execution riskD. All of the abovePerformance bonds, retention and careful contractor selection are all standard, complementary owner risk-management tools.
7Why is a WBS needed?B. To facilitate work packaging and cost estimatingBreaking scope into packages is the WBS's defining purpose; forward/backward pass and bar charts are downstream scheduling steps, not WBS functions.
8TRUE statement about unit-price and lump-sum contractsB. They are types of Competitive Bidding ContractsBoth are traditional, competitively tendered pricing methods, as distinct from negotiated cost-plus contracts.
9Disadvantage of Turn-Key contractsB. Requires too much owner involvement (upfront)Because the owner cannot revise design intent once construction starts, all requirements must be defined precisely before award — a heavy front-end burden despite the light involvement during construction.
10What is MERX?C. A web depository of calls for biddersMERX is Canada's principal public electronic tendering portal for government and broader public-sector solicitations.
11An Addenda is needed toA. Keep all bidders informed of all Q/AsAddenda are the formal mechanism for issuing clarifications and changes to every bidder equally during the tender period.
12In Lane-Rental contractsB. Contractor has strong incentive to finish the project fastThe contractor pays a daily rental for every day a traffic lane is occupied, directly rewarding faster completion.
13Secondary site investigation is by whom, for what?A. Designers, to get soil profileA detailed (secondary) geotechnical investigation is commissioned by the design team to establish subsurface conditions for foundation design, beyond a preliminary desktop review.
14Which contract clause is NOT permissible?B. Penalty only without incentiveCourts distinguish liquidated damages (a genuine pre-estimate of loss, enforceable) from a pure penalty clause, which is punitive and generally unenforceable; a paired penalty-and-incentive clause is a recognized, balanced allocation of schedule risk.
15Contractor prequalification documents includeD. All of the aboveFinancial standing, project history and equipment/management capacity are all standard prequalification criteria.
16Critical activity is one thatA. Lies on the longest path in the networkThe standard CPM definition (equivalently, zero total float) — negative float cannot occur in a normally scheduled network, and positive float is the definition of non-critical.
17Bar-chart figure: shaded bar from day 1 to day 11 inside a longer dashed outlineB. Non-Critical Task with ES = 1 and EF = 11The solid/hatched segment is the task's actual ES→EF span (1→11, a 10-day duration); the dashed extension beyond it is float, which a truly critical task would not have.
18Precedence diagram: A → B labelled "3"A. The start of B is after the finish of A by 3 daysA plain arrow with a numeric lag on it denotes a Finish-to-Start relationship with a 3-day lag — exactly the FS = 3 notation used between C and G in Question 1.
19What does HDD stand for?B. Horizontal Directional DrillingStandard trenchless construction method for installing underground utilities without open-cut excavation.
20Select the TRUE statementA. Delaying a non-critical activity decreases its total floatTotal float = LS − ES by definition; using up any of it (by delaying the activity's start) directly reduces what remains. Speeding non-critical work does not shorten the project, and fast-track methods are not inherently cheaper.