Construction Management (2180611) MCQ

MCQs of Project scheduling and Resource leveling

MCQ No - 1

A construction schedule is prepared after collecting

(A) Number of operations
(B) Output of Labour and Machinery
(C) Quantity of various items
(D) All the above

MCQ No - 2

Three-activities implementable in parallel, have the following time-cost relationship for direct cost component in each, Activity A: 10 days-800 units; 9 days-900 units; 8 days-1000 units, Activity B: 11 days-1200 units; 10 days-1350 units; 9 days-1500 units, Activity C: 7 days-500 units; 6 days-700 days; 5 days-900 units, The feasible range of total direct cost component for the three activities together is

(A) 2500 to 3400 units
(B) 2650 to 3200 units
(C) 2500 to 2900 units
(D) 2600 to 3100 units

MCQ No - 3

Crashing a project in terms of its duration would result in 1. An increase in the indirect cost. 2. A decrease in the indirect cost. 3. A decrease in the direct cost. 4. An increase in the direct cost. of these statements________

(A) 1 and 4 are correct
(B) 2 and 3 are correct
(C) 1 and 3 are correct
(D) 2 and 4 are correct

MCQ No - 4

In the time-cost optimization, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having

(A) Longest duration
(B) Highest cost slope
(C) Least cost slope
(D) Shortest duration

MCQ No - 5

In the time-cost analysis, the cost slope is defined as

(A) Crash cost-Normal costCrash time-Normal time
(B) Crash time-Normal timeCrash cost-Normal cost
(C) Crash cost-Normal costNormal time-Crash time
(D) Normal cost-Crash costNormal time-Crash time