engineersacademy.org ESE Civil Mock Test Paper 2018 Engineering Services Examination

Organisation : Engineers Academy
Exam : ESE-2018 Civil  Mock Test Paper
Document Type : Sample Question Paper
Year : 2018
Category : Civil Engineering
Website : http://www.engineersacademy.org/downloaddetail/civil-(ce)/3/8/11/
Download Question Paper : https://www.pdfquestion.in/uploads/23474-ESEMockCE%20.pdf

Engineers Academy ESE Question Paper

Engineering Services Examination abbreviated as ESE are the civil services that meet the technical and managerial functions of the Government of India. Like most countries, the Government of India recruits its civil servants and officials on the basis of merit, the middle management positions in the bureaucracy are filled through competitive exams.

Related : SRM University Mock Test 2016 SRMJEEE / SRMGEET / SRMCAT : www.pdfquestion.in/7985.html

Exam Pattern

Paper I : General studies and Engineering Aptitude – 2 hours – 200 Marks
Paper II : Civil Engineering – 3 hours – 300 Marks
Total : 500 Marks

ESE Civil Mock Test Paper

1. Which of the following statement are correct
(i) A dummy activity is artificially introduced in a network when necessary
(ii) a dummy activity most necesarily be introduced in every network
(iii) A dummy activity is represented by dotted arrow
(iv) A dummy activity does not consume time
(a) (i), (ii) & (iii)
(b) (i), (iii) & (iv)
(c) (i), (ii)
(d) (iii) & (iv)

2. Match List-I (Chart) with List-II (Facilation) and select correct answer using codes given below
List-I List-II
A. Bar chart 1. Activity dependencies can be implied
B. Milestone 2. Resource bar chart requirement can be depicited
C. WBS 3. Higher level autorities can effect monitoring and control
D. Linked 4. Trade based site supervision bar chart can be assigned
Codes : A B C D
(a) 4 3 2 1
(b) 2 3 4 1
(c) 4 1 2 3
(d) 2 1 4 3

3. A linkend bar chart is an improvement over a conventional bar chart, because
(i) Resource for individual activities can be planned
(ii) Floats will be available for utilization as needed
(iii) Mile stone event need not be specially monitored
Which of above is/are correct
(a) (i), (ii) and (iii)
(b) (iii) only
(c) (ii) only
(d) (ii) and (iii)

4. In PERT analysis, the time estimates of activities and probability of their occurance follow
(a) beta distribution
(b) gamma distribution
(c) normal distribution
(d) poisson’s distribution

5. Total project cost versus time curve is a
(a) s-shaped curve
(b) parabola
(c) u-shaped curve
(d) straight line

7. The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called
(a) effective rainfall
(b) consumptive use
(c) consumptive irrigation requirement
(d) net irrigation requirement

8. Trap efficiency of a reservoir is a function of
(a) capacity / in flow ratio
(b) capacity / out flow ratio
(c) out flow / in flow ratio
(d) None of the above

9. The uplift pressure on the face of a drainage gallery in a dam is taken as
(a) hydrostatic pressure at toe
(b) average of hydrostatic pressure at toe and heel
(c) two-third of hydrostatic pressure at toe plus one third of hydrostatic pressure at heel
(d) None of the above

10. By providing a top width for roadway and free board in the elementary profile of a gravity dam, the resultant force for full reservoir condition will
(a) Shift towards the heel
(b) Shift towards the toe
(c) Not shift at all
(d) None of the above

11. Negative moment in reinforced concrete beam at the location of support is generally much higher than the positive span moment. This is primarily due to curvature at the support being
(a) very high
(b) very low
(c) zero
(d) of reversing nature

12. A double reinforced beam is considered less economical than a singly reinforced beam because
(a) tensile steel required is more than that for a balanced section
(b) shear reinforcement is more
(c) concrete is not stressed to its full value
(d) compressive steel is under stressed

13. In limit state design of reinforced concrete, deflection is computed by using
(a) Initial tangent modulus
(b) Secant modulus
(c) tangent modulus
(d) short and long-term values of Young’s modulus

14. A reinforced cantilever beam of span 4m has a cross section of 150 × 500mm. If checked for lateral stability and deflection, the beam will be
(a) Fail in deflection only
(b) Fail in lateral stability only
(c) Fail in both deflection and lateral stability
(d) Satisfy the requirement of deflection and lateral stability

15. The reduction coefficient of a reinforced concrete column with an effective length of 4.8 m and size 250 × 300 mm is
(a) 0.80
(b) 0.85
(c) 0.90
(d) 0.95

16. Unequal top and bottom reinforcement in a reinforced concrete section leads to
(a) creep deflection
(b) shrinkage deflection
(c) long term deflection
(d) large deflection

17. The second sfage BOD as sown in figure is due to BOD (mg/L)
(a) experimental error
(b) increased activity of bacteria
(c) nitrification demand
(d) interferance by certain chemical reactions.

18. What does high COD to BOD ratio of an organic pollutant represent
(a) High biodegradability of the pollutant
(b) Low biodegradability of the pollutant
(c) Presence of free oxygen for aerobic decomposition
(d) presence of toxic material in the pollutants

19. From ecological considerations, the minimum level of dissolved oxygen (DO) necessary in rivers is
(a) 1 mg/L
(b) 4 mg/L
(c) 2 mg/L
(d) 10 mg/L

20. Sewage sickness is a term used for
(a) A treatment plant does not function properly
(b) Sewage / polluted water mix with drinking water
(c) A stream where flora and fauna die due to sewage inflow
(d) The condition of land where sewage is applied continuously for a long period