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This section includes 79 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
If is the latest allowable event occurrence time, total activity slack(s), is equal to |
A. | all the above. |
Answer» E. | |
2. |
In the given figure, the network of a project represents |
A. | activity of an excavation of a footing |
B. | activity of an excavation which starts at event No. 1 and ends at even No. 2 |
C. | activity of excavation which takes 8 units of time |
D. | none of these. |
Answer» D. none of these. | |
3. |
In India, are prefabricated components costlier than those of traditional cast-in-situ items that the prefabricated components replace? |
A. | Yes, because of heavier overheads and handling cost |
B. | Yes, because of the very high order of quality control for the factory madecomponents |
C. | No, because of repetitive manufacture of a number of elements |
D. | No, because of savings in site labour |
Answer» D. No, because of savings in site labour | |
4. |
The time by which a particular activity can be delayed without affecting the preceding and succeeding activities is known as |
A. | Total float |
B. | Free float |
C. | Interfering float |
D. | Independent float |
Answer» E. | |
5. |
For a given activity, the optimistic time, pessimistic time and the most probable estimates are 5, 17 and 8 days respectively, The expected time is |
A. | 8 days |
B. | 9 days |
C. | 10 days |
D. | 15 days |
Answer» C. 10 days | |
6. |
In the time-cost optimisation, 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 |
Answer» D. Shortest duration | |
7. |
Consider the following activities in a building construction: 1. Concreting of roofslabs 2. Brick-jelly lime concrete terracing 3. Erection of form work forslab 4. Construction of parapet wall in terrace |
A. | 1, 3, 2, 4 |
B. | 3, 1, 4, 2 |
C. | 3, 1, 2, 4 |
D. | 1, 3, 4, 2 |
Answer» D. 1, 3, 4, 2 | |
8. |
Consider the following operations: 1. Drilling 2. Blasting 3. Mucking 4. Placing steel 5. Placing concrete The correct sequence of these operations in tunnel construction is |
A. | 1, 2, 4, 3, 5 |
B. | 1, 3, 2, 4, 5 |
C. | 1, 2, 3, 4, 5 |
D. | 1, 3, 4, 2, 5 |
Answer» D. 1, 3, 4, 2, 5 | |
9. |
Consider the following statements for a power shovel: (i) Output can be increased by reducing the angle of swing for a given depth ofcut. (ii) For a given angle of swing, output will be maximum at optimum depth of cut. (iii) Output can be increased by keeping the depth of cut less than optimumdepth, (iv) Output can be increased by increasing the size of shovel. Of these statements |
A. | (ii), (iii) and (iv) are correct |
B. | (i), (ii) and (iv) are correct |
C. | (i), (iii) and (iv) are correct |
D. | (i) and (iv) are correct |
Answer» C. (i), (iii) and (iv) are correct | |
10. |
If D is the duration, ES and EF are the earliest start and finish, LS and LF are latest start and latest finish time, then the following relation holds good |
A. | EF = ES + D |
B. | LS = LF - D |
C. | LF = LS + D |
D. | All the above |
Answer» E. | |
11. |
The part of a derrick crane include (i) Mast (ii) Boom (iii) Bull wheel (iv) Jack Of these statements |
A. | (i), (ii) and (iv) are correct |
B. | (ii), (iii) and (iv) are correct |
C. | (i), (iii) and (iv) are correct |
D. | (i), (ii) and (iii) are correct |
Answer» E. | |
12. |
Rolling resistance of a wheel depends upon (i) Vehicle load (ii) Grade (iii) Ground conditions Of these statements |
A. | Only (i) is correct |
B. | (i) and (ii) are correct |
C. | (i) and (iii) are correct |
D. | (ii) and (iii) are correct |
Answer» D. (ii) and (iii) are correct | |
13. |
A wheeled tractor hauling unit is working on firm earth. The total loaded weight distribution of this unit is: Drive wheels: 25000 kg Scraper wheels: 10000 kg If the coefficient of traction for wheeled tractor on firm earth is 0.5, the rimpull which this tractor can exert without slipping is |
A. | 10000 kg |
B. | 12500 kg |
C. | 22500 kg |
D. | 5000 kg |
Answer» C. 22500 kg | |
14. |
Which one of the following surfaces will give highest coefficient of traction while using crawler track tractors? |
A. | Ice |
B. | Concrete |
C. | Loose sand |
D. | Earth |
Answer» E. | |
15. |
Output of a bulldozeris (i) Increased if drawbar HP of the tractor is increased for a given hauling distance (ii) Decreased if drawbar HP of the tractor is increased for a given hauling distance (iii) Increased if the hauling distance is increased for a given drawbar HP of the tractor (iv) Decreased if the hauling distance is increased for a given drawbar HP of thetractor Of these statement |
A. | (i) and (iii) are correct |
B. | (i) and (iv) are correct |
C. | (ii) and (iii) are correct |
D. | (ii) and (iv) are correct |
Answer» C. (ii) and (iii) are correct | |
16. |
Assertion A: For a given depth of cut, the output of a power shovel can be increased by decreasing the angle of swing. Reason R: If the angle of swing is decreased, the cycle time will be decreased. Select the correct answer. |
A. | Both A and R is true and R is the correct explanation of A |
B. | Both A and R is true but R is not the correct explanation ofA |
C. | A is true but R is false |
D. | A is false but R is true |
Answer» B. Both A and R is true but R is not the correct explanation ofA | |
17. |
Assertion (A): Activity 57 is critical. Reason (R): Earliest finish time and latest finish time for events 57 are same Select the correct answer. |
A. | A is correct but R is not correct |
B. | R is correct but A is not correct |
C. | Both A and R is correct |
D. | Both A and R is incorrect |
Answer» B. R is correct but A is not correct | |
18. |
Consider the following statements: In the bar chart planning 1. Interdependence of the operations cannot be portrayed. 2. Progress of work can be measured. 3. Spare time of the activities can be determined. 4. Schedule cannot be updated. Of these statements |
A. | 1, 2 and 3 are correct |
B. | 1 and 4 are correct |
C. | 2, 3 and 4 are correct |
D. | 1, 2 and 4 are correct |
Answer» C. 2, 3 and 4 are correct | |
19. |
If to, tp and tm are the optimistic, pessimistic and most likely time estimates of an activity respectively, the expected time t of the activity will be |
A. | to + 3tm+ tp/3 |
B. | to + 4tm+ tp/4 |
C. | to + 4tm+ tp/5 |
D. | to + 4tm+ tp/6 |
Answer» E. | |
20. |
If an activity has its optimistic, most likely and pessimistic times as 2, 3 and 7 respectively, then its expected time and variance are respectively |
A. | 3.5 and 5/6 |
B. | 5 and 25/36 |
C. | 3.5 and 25/36 |
D. | 4 and 5/6 |
Answer» D. 4 and 5/6 | |
21. |
Consider the following features/factors: 1. Projects are of the non-repetitive type 2. Time required need not be known 3. Time required is known precisely 4. Events have been established for planning 5. Emphasis is given to activities ofproject PERT is preferred for planning becauseof |
A. | 1, 2 and 4 |
B. | 3, 4 and 5 |
C. | 1, 3 and 4 |
D. | 1, 2 and 5 |
Answer» B. 3, 4 and 5 | |
22. |
The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as |
A. | Duration |
B. | Total float |
C. | Free float |
D. | Interfering float |
Answer» D. Interfering float | |
23. |
Consider the following statements: In the critical path method of construction planning, Free Float can be. 1. Greater than Total Float. 2. Greater than Independent Float 3. Equal to Total Float. 4. Less than Independent Float. Of these statements |
A. | 1 and 4 are correct |
B. | 2 and 3 are correct |
C. | 1 and 4 are correct |
D. | 1 and 2 are correct |
Answer» C. 1 and 4 are correct | |
24. |
In CPM analysis, |
A. | emphasis is given to activities |
B. | uncertainties are not allowed |
C. | activities are represented by arrows |
D. | beginning and end of an activity, are denoted by nodes |
E. | all the above. |
Answer» F. | |
25. |
The main advantage of line organisation, is : |
A. | effective command and control |
B. | defined responsibilities at all levels |
C. | rigid discipline in the organisation |
D. | ability of quick decision at all levels |
E. | all the above. |
Answer» F. | |
26. |
Residential buildings are treated as |
A. | limited of event oriented diagrams |
B. | used for research and development projects |
C. | based on three time estimates for activities linking up two events |
D. | all the above. |
Answer» B. used for research and development projects | |
27. |
Pre-tender stage requires |
A. | All the above. |
B. | acquisition of land |
C. | selection of site |
D. | formalisation of alignment of work |
Answer» E. | |
28. |
Frequency distribution curves |
A. | 3-4 is 8 |
B. | all the above. |
C. | having a single lump, are called uninodal curves |
D. | if symmetrical, are called normal curves |
Answer» E. | |
29. |
CPM is |
A. | avoids delays which are very common in bar charts |
B. | was invented by Morgan R. Walker of Dupot and James E. Kalley or Remington U.S.A. in 1957 |
C. | All the above. |
D. | synthesising in concepts |
Answer» E. | |
30. |
A dummy activity |
A. | All the above. |
B. | is artificially introduced |
C. | is represented by a dotted line |
D. | does not consume time |
Answer» E. | |
31. |
Railway projects are treated as |
A. | all the above. |
B. | light construction |
C. | heavy construction |
D. | industrial construction |
Answer» C. heavy construction | |
32. |
While scheduling a project by C.P.M. |
A. | The difference between the earliest finish time of an activity and the earliest start time of its successor activity, is called free float of the activity |
B. | None of these. |
C. | a project is divided into various activities |
D. | required time for each activity is established |
Answer» E. | |
33. |
Critical path method |
A. | work is properly planned and distributed |
B. | all the above. |
C. | is an improvement upon bar chart method |
D. | provides a realistic approach to daily problems |
Answer» E. | |
34. |
For the execution of a project, a contractor is |
A. | 4 |
B. | a person |
C. | a firm |
D. | an agency |
Answer» E. | |
35. |
The first stage of a construction, is |
A. | The difference between total float and free float, is called interfering float |
B. | All the above. |
C. | preparation of estimate |
D. | survey of the site |
Answer» D. survey of the site | |
36. |
Pick up the PERT event from the following: |
A. | none of these. |
B. | Digging of foundation started |
C. | Digging of foundation completed |
D. | Laying of concrete started |
Answer» E. | |
37. |
Pick up the correct network for the activities of pouring concrete, erection of form work, removal of form work and curing of concrete from the following: |
A. | all the above. |
B. | Pouring of Concrete 2. Erection of form work 3. Curing of concrete 4. Removal of form work |
C. | Erection of form work 2. Pouring of concrete 3. Curing of concrete 4. Removal of form work |
D. | Removal of form work 2. Erection of form work 3. Pouring of concrete 4. Curing of concrete |
Answer» C. Erection of form work 2. Pouring of concrete 3. Curing of concrete 4. Removal of form work | |
38. |
Which one of the following represents an event ? |
A. | All the above. |
B. | concrete cured |
C. | fixing of door |
D. | plastering of walls |
Answer» B. concrete cured | |
39. |
While filling the tender for any work, the contractor considers |
A. | site survey |
B. | availability of construction materials |
C. | availability of labour |
D. | study of specifications |
Answer» E. | |
40. |
An event is indicated on the network by a number enclosed in |
A. | a circle |
B. | a square |
C. | a triangle |
D. | an ellipse |
Answer» E. | |
41. |
Optimistic time, most likely time and pessimistic times for the activities of a network in the given figure are written above their arrows. If the contractual obligation time for the project is 75, the latest occurrence time for the event 2, is |
A. | 20 |
B. | 25 |
C. | 35 |
D. | 15 |
Answer» C. 35 | |
42. |
Pick up the correct statement from the following with regards to C.P.M. network analysis of projects |
A. | Earliest occurrence time of the event from which the activity arrow' originates, is called earliest start time of the activity |
B. | Earliest occurrence time of the event from which the activity arrow originates plus the duration of the activity, is called earliest finish time of the activity |
C. | The latest occurrence time of the node of which the activity arrow terminates minus the duration of the activity, is called latest start time |
D. | The latest occurrence time for the node at which the activity arrow terminates, is called latest finish time |
Answer» E. | |
43. |
The three time estimates for the activities of the network shown in the given figure are shown above their arrows. The earliest expected time for the event 4, is |
A. | 19 |
B. | 14 |
C. | 24 |
D. | None of these. |
Answer» B. 14 | |
44. |
The main disadvantage of line organisation, is |
A. | rigid structure |
B. | extraordinary delay in communications |
C. | top level executions over work |
D. | all the above. |
Answer» E. | |
45. |
For the network shown in the given figure, the expected time for the activity |
A. | 1-2 is 4 |
B. | 2-3 is 7 |
C. | 3-4 is 8 |
D. | all the above. |
Answer» E. | |
46. |
Site order book is used for recording |
A. | instructions by the executive engineers |
B. | construction measurements |
C. | issue of store equipments |
D. | names of the casual labour. |
Answer» B. construction measurements | |
47. |
A construction schedule is prepared after collecting |
A. | number of operations |
B. | output of labour |
C. | output of machinery |
D. | quantity of various items |
Answer» E. | |
48. |
A critical ratio scheduling |
A. | establishes the relative priorities among various activities on a common basis |
B. | determines the status of each activity |
C. | adjusts automatically changes in activity progress |
D. | is a dynamic system |
Answer» E. | |
49. |
Final technical authority of a project lies with |
A. | Assistant Engineer |
B. | Executive Engineer |
C. | Superintending Engineer |
D. | Chief Engineer. |
Answer» E. | |
50. |
The object of technical planning, is |
A. | preparation of specifications |
B. | preparation of estimates |
C. | initiating the procurement action of resources |
D. | taking remedial action for likely bottleneck in the execution |
Answer» E. | |