1. The main principal of surveying is to work A. From part-to-whole B. From whole-to-part C. From high...
1. The main principal of surveying is to work
A. From part-to-whole
B. From whole-to-part
C. From higher level to lower level
D. From lower level to higher level

A. 0.002 mm
B. 0.04 mm
C. 0.06 mm
D. 0.08 mm
E. 1.0 mm
3. Ultimate strength to cement is provided byA. Tricalcium Silicate
B. Dicalcium Silicate
C. Tricalcium Aluminate
D. Tricalcium Aluminoferrite
4. For ensuring quality of concrete, useA. single sized aggregates
B. two sized aggregate
C. graded aggregates
D. Coarse aggregates.
5. Hydration of cement is due to chemical action of water withA. Tricalcium silicate and dicalcium silicate
B. Dicalcium silicate and Tricalcium aluminate
C. Tricalcium aluminate and Tricalcium Alumino ferrite
D. All the above.
6. The steel generally used in RCC construction is:A. Stainless steel
B. Mild Steel
C. High carbon steel
D. High Tension Steel
7. Bernoulli equation deals with the law of conservation ofA. Mass
B. Momentum
C. Energy
D. Work
8. The main function of Fish plate isA. To join the two rails together
B. To join rails with the sleeper
C. To allow rail to expand and contract freely
D. None of the above
9. The main function of diversion head works of a canal from riverA. To remove silts
B. To control floods
C. To store water
D. To raise water level
E. All the above
10. The shape of recession limb of a hydrograph depends uponA. Basin characteristic only
B. Storm characteristic only
C. Both of above
D. None of above
11. The most reliable estimate isA. Preliminary estimate
B. Cube rate estimate
C. Plinth area estimate
D. Detailed estimate
12. For completion of project, the critical path of the network representsA. Minimum time
B. Maximum time
C. Minimum cost
D. Maximum cost
13. 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 beA. to + 3tm+ tp/3
B. to + 4tm+ tp/4
C. to + 4tm+ tp/5
D. to + 4tm+ tp/6
14. The shape of suspended cable under its own weight isA. Parabolic
B. Circular
C. Catenary
D. Elliptical
15. Reconnaissance is best done with the help ofA. Aerial photographic survey
B. Cadastral surveys
C. Topographical survey
D. Triangulation survey
16. Curves in the same direction separated by short tangents, are calledA. simple circular curves
B. compound curves
C. transition curves
D. broken-back curves.
E. None of these.
17. In a loaded beam, the point of contra flexure occurs at a section whereA. bending moment is minimum
B. bending moment is zero or changes sign
C. bending moment is maximum
D. shearing force is maximum
E. Shearing force is minimum.
18. Retrogression of the bed level of a river downstream a weir, occurs due toA. heavy impact of water
B. increase of the bed level
C. less
percentage of Silt
D. Soft Soil strata
19. A beam is said to be of uniform strength, ifA. B.M. is same throughout the beam
B. deflection is same throughout the beam
C. bending stress is same throughout the beam
D. shear stress is same throughout the beam
E. None of these.
20. The difference between top of bank and supply level in a canal, is calledA. Berm
B. Free Board
C. Height of bank
D. None of these
21. The measures to remove water-logging of land, isA. To reduce percolation from canals and water courses
B. To increase outflow from the ground water reservoir
C. Both (A) & (B)
D. Neither (A) nor (B)
22. For smooth entry of water in a canal, the angle between head regulator and water is generally keptA. 80°
B. 90°
C. 110°
D. 120°
23. The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is alwaysA. Linear
B. Parabolic
C. Cubical
D. Circular.
24. A reinforced concrete beam is assumed to be made ofA. homogeneous material
B. heterogeneous material
C. isotropic material
D. none of these
25. When a canal and a drainage approach each other at the same level, the structure so provided, isA. An aqueduct
B. A Syphon
C. A level crossing
D. Inlet and outlet
1. 01. B 02. A 03. B 04. C 05. D
01. 06. B 07. C 08. A 09. D 10. A
01. 11. D 12. A 13. D 14. C 15. A
11. 16. D 17. B 18. C 19. C 20. B
11. 21. C 22. C 23. B 24. B 25. C
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