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1. Which size (diameter) of theodolite is generally preferred for general survey and engineering work?

A

> 25 cm but < 30 cm

B

14 to 25 cm

C

> 4 cm but < 8 cm

D

8 to 12 cm

2. The cantilever of length (l) carries a load whose intensity varies uniformly from zero at free end to w per unit length at the fixed end, the bending moment diagram will be:

A

Parabolic curve

B

Cubic curve

C

Combination of Straight line curve and Parabolic curve

D

Straight line curve

3. Which one of the following effects produced by a cut off in an alluvial river is not an advantage to navigation?

A

Increased water depth at low river stages.

B

Shortened travel time, particularly at low and moderate river stages.

C

Lowering of flood stages and flood period.

D

Shortened route and elimination of sharp bends

4. The average outgoing quality`s maximum value for all available ratio defective values is called:

A

Average Outgoing Quality Limit (AOQL)

B

Acceptable Quality Level (AQL)

C

Average Outgoing Quality (AOQ)

D

Lot Tolerance Proportion Defective (LTPD)

5. Cavity type tube well is suitable for:

A

Clean gravel

B

Fine grained strata

C

Course gravel

D

Strong clay stratum

6. A vehicle is travelling with a speed of 100 kmph on a level surface, what is the lag distance travelled during reaction time of the driver considering coefficient of friction is 0.35 and reaction time of the driver is 2.5 sec?

A

69.5 m

B

59.5 m

C

49.5 m

D

79.5 m

7. Two pipes are connected in parallel between two reservoirs that have differences in the level of 3 m. The length, diameter, and friction factor (4 f) are 2800 m, 1.6 m, and 0.026 for the first pipe and 2800 m, 1 m and 0.019 for the second pipe. Calculate the discharge between two reservoirs.

A

1.6 m3/sec

B

1.143 m3/sec

C

1.3 m3 /sec

D

1.5 m3 /sec

8. _______ efficiency is the ratio of quantity of water delivered to the field to the quantity of water diverted into canal system from reservoir.

A

Water storage

B

Water conveyance

C

Water use

D

Consumptive use

9. Which flow condition neglects inertia?

A

Medium Reynolds flow

B

Low Reynolds flow

C

Very high Reynolds flow

D

High Reynolds flow

10. A discharge through a horizontal trapping is 0.06m3/s. Diameters at inlet and outlet are 250 mm and 200 mm respectively. If water enter the pipe at pressure of 9.81 bar, calculate outlet pressure.

A

P2 = 50 N/mm2

B

P2 = 980.04 KN/mm2

C

P2 = 200 Gpa

D

P2 = 1000 Kpa

11. Who was the Governor-General during the first train run in India?

A

Lord Dalhousie

B

Lord William Bentinck

C

Lord Curzon

D

Lord Cornwallis

12. If ruling gradient is 5%, what will be the grade compensation compensated gradient for a curve radius of 60 m?

A

3.75%

B

5.75%

C

2.75%

D

4.75%

13. Which one of the following is not the adjustments of the plane table?

A

The sight vanes of the alidade should be perpendicular to the base of the ruler.

B

The ruling of fiducial edge of the alidade should be straight.

C

The surface of the board should be perfect plane.

D

The bubble on spirit level need not be at center.

14. The minimum design speed adopted where hair-pin bends are provided at hill roads is ____________.

A

20Kmph

B

40Kmph

C

50Kmph

D

30Kmph

15. Calculate shear force at the fixed end of cantilever beam having span of 2 m carries uniformly distributed load of 1 kN/m run over the length of 1.5 m from the free end.

A

2.5 kN

B

1.5 kN

C

2.0 kN

D

1.8 kN

16. In which method of adjusting a traverse, the errors in linear measurements are proportional to √1? (Where 1 is the length of a line)

A

Axis method

B

Graphical method

C

Transit method

D

Bowditch`s method

17. What will be the maximum diameter of the bar in the design of slab of 100 mm overall depth?

A

16 mm

B

14 mm

C

12 mm

D

20 mm

18. Which of the following processes consists of measuring and comparing results and taking suitable action to bring the project on track?

A

Leading

B

Planning

C

Controlling

D

Scheduling

19. The IS code used for the determination of in-situ density by core cutter method is:

A

IS- 2720, PART-29

B

IS- 456, PART-5

C

IS- 2720, PART-7

D

IS- 2720, PART-28

20. _________ is NOT a contra entry for cash book.

A

Rs. 4000 debited from the bank for business purpose

B

Rs. 4000 debited from the bank for personal use

C

Deposited cheque into the bank

D

Rs. 4000 credited into bank