QUESTION BOOKLET SPECIFIC PAPERkpsc.kar.nic.in/83.pdf · at the time of grinding of cement clinkers for the purpose of delaying the setting time : (1) Calcium chloride (2) Gypsum

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QUESTION BOOKLET

SPECIFIC PAPER

(PAPER-II)

A

SUBJECT CODE :

Use of Mobile Phones, Calculators and other Electronic/Communicationgadgets of any kind is prohibited inside the Examination venue.

Register Number

83-A

83 Booklet Sr. No.

83 (2 - A)

1. ಐ.ಆ�.�. ��ಾರಸು �ಾ�ರುವಂ�,

ಎತ��ದ ಅಂಚುಗಟು�ಗ�ರುವ, ಎರಡು

(ಓ#) %ೕ' ಗಳ )ಾಹನ ರ, �

(1) 7.0 -ೕ.ಗಳ. (2) 7.5 -ೕ.ಗಳ.

(3) 5.5 -ೕ.ಗಳ. (4) 6.5 -ೕ.ಗಳ.

2. ಎರಡು %ೕ' ಗಳ ರ, �ಯ 0ೕ% 12ಮುಖ

ಸಂ5ಾರ6ರು)ಾಗ, 50 kmph )ೕಗ

ಇರುವ )ಾಹನ 89:ಸುವ;ದ<= ಸುರ>ತ

8ಲುಗ@ ನೂೕಟ ದೂರ ಎಷು�?

ಘಷEFಯ ಗುFಾಂಕವನುH 0.37 ಎಂದು

ಮತು� ಪJKLJM ಸಮಯವನುH 2.5

,<ಂN ಗOಂದು Pಾ6�.

(1) 50.12 -ೕ. (2) 65.16 -ೕ.

(3) 61.40 -ೕ. (4) 68.35 -ೕ.

3. ಹ�ಯ ಉದR X ಆSದುR, ಅದರ� 19

ಅ�ಮರಗಳನುH ಬಳ�ದRರ, V.W.

�ಾಗEದ ಅ�ಮರ ,ಾಂದJ�ಯ

8ರೂಪF ಕಂಡು X�Y�. x = ?

(1) 5 (2) 7

(3) 8 (4) 6

4. ಗ�ಷZ [ೖನಂ1ನ ಉಷ]� �ಾಧ_

= 43.72°C ಮತು� ಸರಾಸ� [ೖನಂ1ನ

ಉಷ]�ಯ �ಾಧ_ (mean) = 26.32 °C

ಆSದRರ, 6�ಾನ 8%ಾRಣ ಉ% :ೕಖ

ಉಷ]�ಯನುH ಕಂಡು X�Y�. (1) 32.12 °C (2) 31.25 °C

(3) 30.16 °C (4) 32.86 °C

5. aಾ�ಯ 1ಕು= 6�ಾನದ ರ' )ೕಯ

ಮಧ_ ರೕba ಒಂದು <ೂೕನದ9:ದRರ,

ರ' )ೕಯ 1L=ನೂಂ1a ಅದರ ಅಂಶವ;

_____ ಆSರುತ�[.

(1) V sec θ (2) V sin θ

(3) V tan θ (4) V cos θ

6. (ಏಕ ಓ#) �ಂಗf %ೕ' ನ ,ೖ[ಾgಂKಕ

ಗ�ಷZ� ಅಥ)ಾ ಮೂಲ ,ಾಮಥ_Eದ

ಅಂ[ಾಜನುH _____ ರ ಸಂಬಂಧ1ಂದ

ಪ@ಯಬಹುದು.

(1) 1000 6/ಎj

(2) 1500 6/ಎj

(3) 1200 6/ಎj

(4) 1400 6/ಎj

7. kೖ �ಾlE %ೖmಂn ನ ಎತ�ರವ;

_____ ರಷು� ವ_�ಾ_ಸaೂಳoಬಹುದು.

(1) 15 -ೕ. 8ಂದ 40 -ೕ.

(2) 20 -ೕ. 8ಂದ 35 -ೕ.

(3) 20 -ೕ. 8ಂದ 45 -ೕ.

(4) 15 -ೕ. 8ಂದ 45 -ೕ.

83 (3 - A)

1. Width of carriageway

recommended by the IRC for two

lanes, with rained Kerbs

(1) 7.0 mtr

(2) 7.5 mtr

(3) 5.5 mtr

(4) 6.5 mtr

2. What is the safe stopping sight

distance for a design speed of

50 kmph for two way traffic on a

two lane road ? Assuming Co-

efficient of friction as 0.37 and

Reaction time as 2.5 secs.

(1) 50.12 m

(2) 65.16 m

(3) 61.40 m

(4) 68.35 m

3. Find out the expression for sleeper

density for a B.G. track if 19

sleepers are used under a rail

length x = ?

(1) 5

(2) 7

(3) 8

(4) 6

4. Find out the airport reference

temperature if mean of the

maximum daily temperature =

43.72 °C and mean of the average

daily temperature = 26.32 °C.

(1) 32.12 °C

(2) 31.25 °C

(3) 30.16 °C

(4) 32.86 °C

5. If the direction of wind is at an

angle to the runway centre line, its

component along the direction of

runway will be

(1) V sec θ

(2) V sin θ

(3) V tan θ

(4) V cos θ

6. An estimate of theoretical

maximum or basic capacity of a

single lane may be made from the

relation

(1) 1000 V/S

(2) 1500 V/S

(3) 1200 V/S

(4) 1400 V/S

7. High mart lighting height varies

from

(1) 15 m to 40 m

(2) 20 m to 35 m

(3) 20 m to 45 m

(4) 15 m to 45 m

83 (4 - A)

8. ಸಮುದJ ಬಂದ�ನ ಮುಖ_)ಾದ

ಘಟಕ)ಂದರ

(1) ಆಗಮನ-8ಗEಮನ ಕಟ�ಡಗಳ.

(2) ಹಡಗುಕಟ�

(3) ರೕವ; (ಬಂದರು)

(4) ಇವ;ಗಳ9: ಎಲ:ವr

9. ರೂೕN ,�N (ಹಡಗು 8% :@) ಎಂದರ,

(1) [ೂೕ#ಗಳ. ಸುರ>ತ)ಾS

kಾದುkೂೕಗಬಹು[ಾದ 8ೕ�ನ

ಸಂರ>ತ ಪJ[ೕಶ.

(2) ಬಂದ�ನ ರ, �ಯ ಅಂತ_.

(3) ತ@ 8ೕರು aೂೕ@ಗ�ಂದ

ರ>ಸಬಹುದು

(4) ಇವ;ಗಳ9: sಾವ;ದೂ ಅಲ:

10. ಈ <ಳSನ sಾವ;ದು ಅK kuvನ

ಪJ�ಾಣದ ಶL�ಯನುH ಇಂಧನವನುH

ವ_ಯ �ಾಡುವ ಕಟ�ಡ ,ಾಮSJsಾS[

(1) ಅಲೂ_-8ಯಂ

(2) ��ೕf

(3) �0ಂl

(4) ಸುಟ� ಇm�a

11. ಈ <ಳSನ sಾವ;ದು ಕಟ�ಡದ wಾವ#

kಾಗೂ aೂೕ@ಯ ಅಗತ_)ಾದ ಸಂxೕWತ

�yKsಾS[

(1) aೂೕ@ಗಳ. ಮತು� wಾವ#ಗಳನುH

ಅKkuvನ ಪJ�ಾಣದ ಥಮEf

,ಾಮಥ_Eದ Pಾ� ,ಾಮSJಗ�ಂದ

8-Eಸzೕಕು.

(2) ಹಗುರ)ಾದ ತೂಕದ 8-EKಯನುH

ಬಳಸುವ ಮೂಲಕ ಕ�0 ಪJ�ಾಣದ

,ಾಮಥ_Eದ ಥಮEf ,ಾಮSJ

ಗ�ಂದ ಕಟ�ಡಗಳನುH 8-Eಸುವ;ದು

xೕಗ_ ಸಲkಾತ{ಕ)ಾದುದು.

(3) 8 ಗಂಟಗಳ ಅವ|ಯ ಉಷ]ರೂೕಧಕ

kೂ1<ಯನುH <ೂಟು� ಅKkuvನ

ಪJ�ಾಣದ ಥಮEf ,ಾಮಥ_Eದ

8�ಾEಣಗಳನುH 8-Eಸುವ;ದು

xೕಗ_)ಾದುದು.

(4) 9 �ಂದ 12 ಗಂಟಗಳ ಅವ|ಯ ಉಷ]

ರೂೕಧಕ kೂ1<ಯನುH <ೂಟು�

ಗm�sಾದ ಕ9:8ಂದ ಅಥ)ಾ

<ಾಂLJೕl 8ಂದ wಾವ# ಮತು�

aೂೕ@ಗಳನುH 8-Eಸzೕ<ಾಗುವ;ದು.

12. kೂಸ ಪಟ�ಣ 8�ಾEಣ<ಾ=S ಸದುRಗದRಲ ದ

ಮಟ�ದ ,ಾಂ1Jೕಕೃತ ವಲಯಗಳನುH ವSೕE

ಕ�ಸಲು ಈ <ಳSನ sಾವ ಪJ�ಾಣವ;

ಸರಾಸ� ಸದುRಗದRಲದ ಮೂಲ ಆS[.

(1) 60 dBS Sಂತ ಕ�0

(2) 60-70 dBS

(3) 80 to 90 dBS

(4) 70-80 dBS

83 (5 - A)

8. The important component of a sea

port is

(1) Terminal Buildings

(2) The Docks

(3) The Harbour

(4) All of these

9. A road-stead

(1) is a protected area of water

where boats can move safely.

(2) is the end of the road at the

harbour.

(3) may be protected by

breakwater walls.

(4) None of these

10. High amount of energy consuming

building material is

(1) Aluminium

(2) Steel

(3) Cement

(4) Burnt brick

11. Requirement of roof and wall in

composite climate is

(1) Walls and roofs must be

constructed of heavy material

with large thermal capacity.

(2) It is advisable to construct

buildings of low thermal

capacity materials using light

weight construction.

(3) It is advisable to construct

high thermal capacity

structures to have 8 hours

time lag.

(4) Roofs and walls should

therefore be constructed of

solid masonry or concrete to

have 9 to 12 hours time lag.

12. For planning a new town, noise

level range to classify zones of

concentrated average noise source

is

(1) less than 60 dBS

(2) 60-70 dBS

(3) 80 to 90 dBS

(4) 70-80 dBS

83 (6 - A)

13. �ಾಧ_-ಕ/~Jಢ ��ಣ �ಾ%a ಅಗತ_

)ಾದ ��ಾರಸು �ಾಡಲ�ಟ� ಆಟದ

0ೖ[ಾನ, ಈ <ಳSನ sಾವ;ದರ��ರzೕಕು (1) 10,000 m2 (2) 15,000 m2

(3) 20,000 m2 (4) 25,000 m2

14. �ೕ. 30 ರಷು� kೂರಾಂಗಣ )ೕಗದ ಸುತ�

ಸರಾಸ� ಒOಾಂಗಣ aಾ�ಯ )ೕಗವನುH

ಪ@ದು<ೂಳoಲು, ~ಾJರಂಭದ (ಒಳ ಮತು�

kೂರ) ಅ~ೕ�#ೕಯ ಒಟು� ಪJ[ೕಶವ; ಈ

<ಳSನ sಾವ;ದರಷು� ಅಗತ_6[

(1) ಸಮತಲ ಪJ[ೕಶದ �ೕ. 30 �ಂದ

40 ರಷು�


30 ರಷು�


50 ರಷು�

(4) ಸಮತಲ ಪJ[ೕಶದ �ೕ. 50

ರಷ�L=ಂತ kಚುv ಪJ�ಾಣ

15. -ಶJಣವ; ಗm�sಾಗುವ;ದು ತಡ)ಾಗುವ

ಉ[ Rೕಶ<ಾ=S �0ಂl L:ಂಕ� ಗಳನುH

ರುಬು�ವ/ಅರಯುವ ಸಮಯದ9: ಈ

<ಳSನ sಾವ ಸಂಯುಕ�ವನುH

,ೕ�ಸ%ಾಗುವ;ದು

(1) <ಾ_9 ಯಂ <ೂ:ೕರೖN

(2) Wಪ ಂ

(3) %ೖ� (ಸುಣ])

(4) �9<ಾ

16. ಈ <ಳSನ sಾವ;ದು PಾರKೕಯ

�ಾನದಂಡಗಳ ಅನು,ಾರ ,ಾ�ಾನ_

)ಾದ �lE %ಾ_ಂN �0ಂl ನ

ದ�Eಯ[ಾSರುವ;1ಲ: ?

(1) 23 ದ�E (2) 33 ದ�E

(3) 43 ದ�E (4) 53 grade

17. 4.75 mm ,ಾರ#ಯು ಒಟಾ�ರ

xೕಗ_)ಾದುದು ಮತು� 75 0ೖ<ಾJ'

,ಾರ#ಯ ಸಂಬಂಧದ9: ಉ�<ಯನುH

ಈ <ಳSನ sಾವ;ದ�ಂದ

ಕರಯ%ಾಗುವ;ದು ?

(1) ಒರಟಾS ಒಟು�ಗೂಡುವ;ದು

(2) ನುಣು~ಾS ಒಟು�ಗೂಡುವ;ದು

(3) ಉತ�ಮದ�Eಯ9:

ಒಟು�ಗೂಡುವ;ದು

(4) ಏಕ�ೕKಯ ದ�EYಂದ

ಒಟು�ಗೂಡುವ;ದು

18. ಮರ<= 8ರೂೕಧಕ ASCU

ಔಷ�ೂೕಪ5ಾರ �ಾಡುವ;ದು ಈ <ಳSನ

sಾವ;ದನುH ತ@ಯುವ;ದರ ಸಲು)ಾS

(1) zಂL kೂK�<ೂಳ.oವ;ದನುH

(2) 8ೕರು ಒಸರು6<ಯನುH

(3) V� ಇರು)ಗಳ. [ಾ�

�ಾಡುವ;ದನುH

(4) ಶಬR ಪJ)ೕ�ಸು6<ಯನುH

83 (7 - A)

13. Recommended play field required

for secondary/higher secondary

school is

(1) 10,000 m2

(2) 15,000 m2

(3) 20,000 m2

(4) 25,000 m2

14. To obtain average indoor wind

velocity around 30% of outdoor

velocity, desirable total area of

opening (inlet and outlet) required

is

(1) 30 to 40% of floor area



(4) Greater than 50% of floor

area

15. The following compound is added

at the time of grinding of cement

clinkers for the purpose of delaying

the setting time :

(1) Calcium chloride

(2) Gypsum

(3) Lime

(4) Silica

16. This is not the grade of ordinary

Portland cement as per Indian

standards

(1) 23 grade

(2) 33 grade

(3) 43 grade

(4) 53 grade

17. The aggregates passing 4.75 mm

sieve and retaining on 75 micron

sieve are called

(1) Coarse aggregates

(2) Fine aggregates

(3) Well graded aggregates

(4) Uniformly graded aggregates

18. The preventive ASCU treatment for

timber is given so as to prevent

(1) Catching of fire

(2) Water percolation

(3) Attack of white ants

(4) Sound penetration

83 (8 - A)

19. ~ಾಶ2E 5ಾಚು6<Yಂದ ಉದRದ

5ಾಚು6<ಯವರSನ ಅನು~ಾತವ;

XೕS[,

(1) ಶ�ನ_ ಅನು~ಾತ

(2) ~ಾಯಸ' ಅನು~ಾತ

(3) (ಕೃಶ) , :ಂಡ� ನj ಅನು~ಾತ

(4) �ಾಡು_ಲ� ಅನು~ಾತ

20. Kರುಚು ಶL� ಮತು� zಾಗು6< ಚಲನಯ

ನಡು6ನ ಸಂಬಂಧವ; ಈ <ಳSನ sಾವ;ದ

�ಂದ 8ೕಡಲ�ಡುವ;ದು/ ಉಂಟಾಗುವ;ದು ?

(1) M/l= f/y (2) M/2

(3) ⌡⌠.

.M dx (4) F = dM/dx

21. ಇ%ಾ�� ಾಡು_ಲj (E) ಮತು� ಬf=

�ಾಡು_ಲj (K) ನಡು6ನ ಸಂಬಂಧವ;

ಈ <ಳSನ sಾವ;ದನುH 8ೕಡುತ�[ ?

(1) E = 3K (1 – 2µ)

(2) E = 2K (1 + µ)

(3) E = 2K (1 – µ)

(4) E = 3K (1 + 2µ)

22. zಾಗು6<ಯ ಚಲನಯೂ ತನH ukHಯನುH

ಬದ9�<ೂಳ.oವ VಂದುವನುH Xೕaಂದು

ಕರಯ%ಾಗುವ;ದು

(1) ಸೂಪ� �Wಷ'

(2) <ಾಂಟಾJ � :��

(3) �0{mJ

(4) ನೂ_ಟJf ಆL j

23. �ಾ�� 6Pಾಗದ 8ಶvಲ�ಯ ಧುJ6ೕಯ

ಚಲನಯ ಅನು~ಾತ kಾಗೂ ಇದರ ಗ�ಷZ

ಪJ�ಾಣದ ಪ�|ಯನುH Xೕaಂದು

ಕರಯ%ಾಗುವ;ದು.

(1) 6PಾSೕಯ �ಾಡು_ಲj

(2) ಧುJ6ೕಯ �ಾಡು_ಲj

(3) ತರುಣ �ಾಡು_ಲj

(4) [ೂಡ�aಾತJದ �ಾಡು_ಲj

24. ಆದJE�ಾ 8)ಾರಕ ವಸು�)ಾS _____ನುH

kಚುv ,ಾ�ಾನ_)ಾS ಬಳಸ%ಾಗುತ�[.

(1) Vಟು-' (ರಾಳ)

(2) �0ಂl <ಾಂLJl

(3) �ಾ_ರಾ�' )ಾ_� (ಅರಗು)

(4) �0ಂl [ಾJವಣ

25. ಒಳಎOತದ9: ಅಂKಮ [ೂೕಷವನುH

_____ ಮೂಲಕ ಸ�ಪ�ಸಬಹುದು.

(1) [ೂೕಷವನುH �aದುkಾಕುವ;ದು

(2) ಆ<ಾರವನುH �ಾಪE�ಸುವ;ದು

(3) ಎ%ಾ: <ೕಂದJಗ�a ಪJ�ಾFಾನು

,ಾರ)ಾS [ೂೕಷವನುH ಹಂu

Vಡುವ;ದು

(4) 0ೕ9ನ sಾವ;ದೂ ಅಲ:

26. ಒಂದು ಸು�yKಯ KJಭುಜವ; ಅನುಕJಮ)ಾS

_____ Sಂತ ಕ�0Yರದ ಅಥ)ಾ kuvರದ

<ೂೕನಗಳನುH kೂಂ1ರುತ�[.

(1) 10° ಮತು� 90°

(2) 20° ಮತು� 120°

(3) 90° ಮತು� 120°


83 (9 - A)

19. The ratio of lateral strain to

longitudinal strain is

(1) Void ratio

(2) Poisson’s ratio

(3) Slenderness ratio

(4) Modular ratio

20. The relationship between shear

force and bending moment is given

by

(1) M/l= f/y

(2) M/2

(3) ⌡⌠.

.M dx

(4) F = dM/dx

21. The relationship between elastic

modulus (E) and bulk modulus (K)

is given by

(1) E = 3K (1 – 2µ)

(2) E = 2K (1 + µ)

(3) E = 2K (1 – µ)

(4) E = 3K (1 + 2µ)

22. The point where the bending

moment changes its sign is called,

the point of

(1) Superposition

(2) Contraflexure

(3) Symmetry

(4) Neutral Axis

23. The ratio of polar moment of

inertia of the shaft section and its

maximum radius is called

(1) Section Modulus

(2) Polar Modulus

(3) Young Modulus

(4) Bulk Modulus

24. The most commonly used damp

proofing material is

(1) Bitumen

(2) Cement concrete

(3) Paraffin wax

(4) Cement solution

25. A closing error in a traverse is

adjusted by

(1) Elimination of error

(2) Modifying the shape

(3) By distributing the error to all

stations proportionally

(4) None of the above

26. A well conditioned triangle has

angles not less than and more than

respectively

(1) 10° and 90°

(2) 20° and 120°

(3) 90° and 120°


83 (10 - A)

27. 338°42' ಇರುವ ಒಂದು ಇ�ೕ ವೃತ�ವನುH

ಚತು�ಾEಂಶ zೕ�ಂn ಆS

ಪ�ವKE�ದರ, ಅದು _____ (1) S 21° 18' E (2) S 21° 18' W

(3) N 21° 18' E (4) N 21° 18' W

28. ಸಮ)ಾಯು Pಾರ ರೕbಯು ಸಮ)ಾದ

_____ VಂದುಗಳನುH ,ೕ�ಸುವ ಒಂದು ರೕb

(1) ಮOಯ ಆಳ

(2) ಆದJE�

(3) ಉಷ]�

(4) )ಾ�ಾವರಣದ ಒತ�ಡ

29. 8ೕರನುH kೂಂ1ರುವ ಆದರ 8ೕ�ನ

ಹ�ವನುH ಅದರೂಳa ಪJ)ೕ�ಸಲು

ಅವ<ಾಶ 8ೕಡದ Paೂೕ�ಕ

ರಚನಯನುH _____ ಎನುHವರು.

(1) ಜಲಕುಹರ (ಅL2��)

(2) ಅL2�_�

(3) ಅL2ಟಾNE

(4) ಅL2ಕೂ:N

30. ಜಲಕುಹರ�ಂದ�ಂದ ತಂದ �ಾದ�ಯ

0ೕ% �ಾ�ದ ಪJxೕaಾಲಯ ಪ�ೕ�

ಯು 35% ಸu�ದJ�ಯನುH �ೂೕ��ತು.

ಜಲಕುಹರದ 81Eಷ� ಉತ�K�ಯು _____.

(1) 0.35 <= ಸಮ

(2) 0.35 Sಂತ ಕ�0

(3) 0.35 Sಂತ kಚುv

(4) ಮುನುH�ಯಲು ಕಷ�

31. 500 km2 ಪJ[ೕಶದ ಜ%ಾನಯನ

ಭೂ-Yಂದ )ಾ�Eಕ)ಾS ಹ�ಯುವ

kಚುvವ� 8ೕ�ನ ಪJ�ಾಣ

ಗಮ8�ದಂ�, 150 Mm3 ಮತು� ಅದ<=

ಸಂ)ಾ1sಾS ಅ[ೕ ವಷEದ9: ಆ

ಜ%ಾನಯನ ಪJ[ೕಶದ%ಾ:ದ )ಾ�Eಕ

ಮO ಪJ�ಾಣ 750 mm ಹ�ಯುವ

8ೕ�ನ ಪJ�ಾಣದ ಗುFಾಂಕ ಎಷು� ?

(1) 0.2

(2) 0.67

(3) 0.4

(4) 0.5

32. ಪJ�ಾಣ ಡೂ_m � ಆSರುವ (k/ಕಂ ನ9:)

ಮತು� ಮೂಲ ಅವ| V ಆSರುವ

(1ನಗಳ9:) ಒಂದು zOಯ ∆ (-ೕ. ಗಳ9:)

ವನುH Xೕa ಕಂಡು X�ಯಬಹುದು _____.

(1) ∆ =

8.64 V

�

(2) ∆ =

864 V

�

(3) ∆ = 100

�

(4) ∆ = 10,000

�

83 (11 - A)

27. The whole circle bearing 338°42'

converted to quadrantal bearing

will be

(1) S 21° 18' E

(2) S 21° 18' W

(3) N 21° 18' E

(4) N 21° 18' W

28. Isobar is a line which joins the

points of equal

(1) Rainfall depth

(2) Humidity

(3) Temperature

(4) Atmospheric pressure

29. A geological formation which may

contain water but is essentially

impermeable to the flow of water

through it is known as

(1) Aquifer

(2) Aquifuge

(3) Aquitard

(4) Aquiclude

30. A laboratory test on a sample from

an aquifer revealed a porosity of

35%. The specific yield of the

aquifer will be

(1) Equal to 0.35

(2) Less than 0.35

(3) More than 0.35

(4) Difficult to predict

31. The observed annual run-off from

a basin of area 500 km2 is

150 mm3 and the corresponding

annual rainfall over the basin

during the same year is 750 mm.

What is the run-off coefficient ?

(1) 0.2

(2) 0.67

(3) 0.4

(4) 0.5

32. The ∆ (in m) for a crop, having

quantity duty D (in ha / cum.) and

base period B (in days) is given by

(1) ∆ = 8.64 B

D

(2) ∆ = 864 B

D

(3) ∆ = 100

D

(4) ∆ = 10,000

D

83 (12 - A)

33. kೂಂ1� ಬರY� :

A. ~ಾಶ2E ಇ��ಾರು

<ಾಲು)

1. ಅಡ� ಚರಂ� <ಲಸದ

8�ಾEಣದ ಖಚEನುH

ಉ�ಸುತ�[

B. <ಾಂಟೂ�

(kೂರರೕb)

<ಾಲು)

2. ಚರಂ�ಯ 0ೕ%

<ಾಲು) ಇರುತ�[

C. ಏಣು <ಾಲು)

(�N�)

3. kೂರರೕba ಲಂಬ

<ೂೕನಗಳ9:

,ಾ%ಾS

�ೂೕ�ಸ%ಾSರುತ�[

D. ಜಲಪJ)ಾಹ

(ಅಲೂ6ಯf)

<ಾಲು)

4. ಒಂದು Pಾಗದ9:

�ಾತJ 8ೕರಾವ�

ಒದSಸುತ�[ 5. 0ಕ=ಲು ಮ#]ನ9:

�ೂೕ�ದ <ಾಲು) A B C D (1) 3 4 1 5 (2) 3 1 2 5 (3) 2 4 5 3 (4) 5 1 2 4

34. ಒಂದು ಸಂಗJಹ ಜ%ಾಶಯದ ಕ)ಾಟ (Trap)

ದ��ಯನುH Xೕa )ಾ_bಾ_8ಸಬಹುದು.

(1)

ಹ�6ನ9: ಒಟು� )ಾ�Eಕ ರಾ�ಯ ಒಳಹ�ವ;

ಜ%ಾಶಯದ ,ಾಮಥ_E

(2)

ಒಂದು 8ಗ1ತ ಅವ|ಯ9: ಸಂಗJಹ)ಾದ

ಒಟು� ರಾ�

ಆ ಅವ|ಯ9: ಹ�6ನ%ಾ:ದ ಒಳಹ�6ನ ರಾ�

(3)

ಜ%ಾಶಯದ9: ಸಂಗJಹ)ಾದ ಒಟು� )ಾ�Eಕ

ರಾ�

ಜ%ಾಶಯದ 8ಶvಲ ಸಂಗJಹ ,ಾಮಥ_E


35. kೂಂ1� ಬರY� :

A. zಾ<ಾJ

ಅFಕಟು�

1. ಕ�ಾನು ಅFಕm�ನ

ಒಂದು 6ಧ

B. ಇಡು�L

ಅFಕಟು�

2. 8ೕ�ನ ಮಟ�ವನುH

kuvಸಲು ಇರುವ

ಸಣ] ಅFಕಟು�

C. @ೖವಷE'

ಅFಕಟು�

3. Kೕರದ ಬದುಗಳ.

ಮ#]8ಂ[ಾSರುವ

ಒಂದು ಅFಕಟು�

D. ನಾaಾಜುEನ

,ಾಗರ

ಅFಕಟು�

4. ಒಂದು ಮರದ

ಅFಕಟು�

5. ಗುರುತ2ದ ಅFಕಟು� A B C D (1) 2 1 5 3 (2) 5 1 2 3 (3) 3 4 5 2 (4) 4 5 2 3

36. ಒಂದು <ೂಳ) �ಾಗEದ9: kೖ@ಾJ9�

aJೕN %ೖ' ಎ Vಂದು6ನ ಅನುಲಂಬ

6Pಾಗದ9: <ೂಳ)ಯ <ೕಂದJ ,ಾ9ನ

0ೕ9[. ಮತು� ಮ�ೂ�ಂದು Vಂದು6ನ9:

<ೂಳ)ಯ <ೕಂದJ,ಾ9ನ <ಳS[.

ಇದ�ಂದ, ಅದನುH Xೕaಂದು

Kೕ�ಾE8ಸಬಹುದು.

(1) V ನ9: 8)ಾEತ ಒತ�ಡ

5ಾ9�ಯ9:[

(2) ಎ ನ9: 8)ಾEತ ಒತ�ಡ

5ಾ9�ಯ9:[

(3) ಹ�ವ; ಎ Yಂದ V ಕ@S[

(4) ಹ�ವ; V Yಂದ ಎ ಕ@S[

83 (13 - A)

33. Match the following :

A. Side slope

canal

1. Saves the

cost of

construction

of cross

drainage

work.

B. Contour

canal

2. Where canal

is taken

over drain.

C. Ridge canal 3. Aligned at

right angles

to the

contour.

D. Alluvial

canal

4. Irrigates

only on one

side.

5. Canal

excavated in

alluvial soil.

A B C D

(1) 3 4 1 5

(2) 3 1 2 5

(3) 2 4 5 3

(4) 5 1 2 4

34. Trap efficiency of a storage

reservoir is defined as

(1)

Total annual sediment

inflow

Reservoir capacity

(2)

Total sediment deposited in

a given period

Total sediment inflow in

that period

(3)

Total annual sediment

deposited in the reservoir

Dead storage capacity of the

reservoir


35. Match the following :

A. Bhakra Dam 1. is a type of

arch dam.

B. Idduki Dam 2. is a small

dam to

raise water

level.

C. Diversion Dam 3. is a dam

where side

flanks are

of earthen.

D. Nagarjunsagar

Dam

4. is a timber

dam.

5. is a gravity

dam.

A B C D

(1) 2 1 5 3

(2) 5 1 2 3

(3) 3 4 5 2

(4) 4 5 2 3

36. In a pipeline the hydraulic grade-

line is above the pipe centre line in

the longitudinal section at point A

and below the pipe centre line at

another point B. From this it can

be inferred that

(1) Vacuum pressure prevails at

B.

(2) Vacuum pressure prevails at

A.

(3) The flow is from A to B.

(4) The flow is from B to A.

83 (14 - A)

37. ಜಲ6�ಾನ �ಾಸ�ದನು,ಾರ ಅ|ಕ

�ಮ�ಯ ಒಂದು 6ಷಮ ಸ�ಾನಾಂತರ

ಚತುಭುE�ಾ<ಾರದ <ಾಲು)ಯ 6Pಾಗ,

ಅತು_ತ�ಮ ಆಳ 0.72 -ೕ. ನ9: 8ೕರನುH

,ಾSಸುತ�[. 5ೕ�ಯ ಗುFಾಂಕ 75

ಮತು� ಅನುಲಂಬ ಇ��ಾರು 2500 <= 1

<ಾಲು)Yಂದ kೂರkೂಗುವ 8ೕ�ನ

ಪJ�ಾಣ ಎಷು� ?

(1) 0.808 m3/,. (2) 1.14 m3/ ,.

(3) 0.900 m3/ ,. (4) 0.090 m3/ ,.

38. ಒಂದು 90° KJಭು�ಾ<ಾರದ ಕm�ನ9:,

ಅತು_ನHತ Vಂದು6ನ <ೂೕನದ

�ಾಪನದ%ಾ:ದ 2% [ೂೕಷದ <ಾರಣ1ಂದ

ಒಂದು 8ೕ�ದ kN ನ9:, ಅಂ[ಾWಸ%ಾದ

6ಸಜEಕದ9:ನ [ೂೕಷ _____

(1) π% (2) 5.0%

(3) 3.0% (4) π

2%

39. ಒಂದು ಜಲಚLJ 240 rpm ನ9: 2515 kw

ನುH kuv�<ೂಳ.oತ�[. ಕೂಡುಗಂಬದ9:ನ

PಾJಮಕ _____.

(1) 400 kNm (2) 3335 kN-m

(3) 1000 kN-m (4) 100 kN-m

40. ಒಂದು ದJವದ LJsಾಶL�ಯ �Hಗg� 0.5

~ಾ� ಮತು� 81Eಷ� ಗುರು�ಾ2ಕಷEFಯು

0.5 ಇದRರ, ,ೂ�ೕ� ಗಳ9: ಆ ದJವದ

ಗKಯ �Hಗg� _____.

(1) 0.25

(2) 0.50

(3) 1.0


41. ಸ�sಾದ ಸಂಬಂಧವನುH ಆ��. (1) 81Eಷ� ಗುರುತ2 = ಗುರುತ2 X ,ಾಂದJ�

(2) ಗುರುತ2 = 8|Eಷ� ಗುರುತ2 X ,ಾಂದJ�

(3) LJsಾಶL� �Hಗg� = ಗK �Hಗg� X ,ಾಂದJ�

(4) ಗK �Hಗg� = LJsಾಶL� �Hಗg� X ,ಾಂದJ�

42. ತು1 ಚೂ~ಾದ <ೂಳ)ಯ9: �yರ ದರದ9:

ಹ�ಯುವ ಹ�ವ; ______

(a) �yರ ಹ�ವ;

(b) ಏಕರೂಪ ಹ�ವ;

(c) ಅ�yರ ಹ�ವ;

(d) ಏಕರೂಪವಲ:ದ ಹ�ವ;

ಸ�sಾದ ಉತ�ರ

(1) (a) ಮತು� (b) (2) (a) ಮತು� (d)

(3) (b) ಮತು� (c) (4) (b) ಮತು� (d)

43. ಒಂದು zOಯು ಪrಣE zO1[ಾRಗ

ಅದರ zಾ��ೕಕರಣ ಅಗತ_ಗಳನುH

ಭ�ಸಲು zೕ<ಾದ 8ೕರಾವ� 8ೕ�ನ

ಪJ�ಾಣವನುH _____ ಎನುHವರು.

(1) ಪ�Fಾಮ<ಾ� ಮO

(2) ವ_Yೕಯ ಬಳ<

(3) ವ_Yೕಯ 8ೕರಾವ� ಅವಶ_ಕ�

(4) 8ವ2ಳ 8ೕರಾವ� ಅವಶ_ಕ�

44. ನ1ಯು _____ ಇ[ಾRಗ ,ಾ�ಾನ_)ಾS

ನ1ಯನುH KರುSಸುವ <ಲಸದ

ಅವಶ_ಕ�Yರುತ�[.

(1) ನ1ಯು ತುಂV[ಾRಗ

(2) Kರುವ; ಮುರುವ;ಗ�[ಾRಗ

(3) 6ಸ�ರFsಾ[ಾಗ

(4) ಕ�0sಾ[ಾಗ

83 (15 - A)

37. A hydraulically most efficient

Trapezoidal channel section carries

water at the optimum depth of

0.72 m. Chezy’s coefficient is 75

and the longitudinal slope is 1 in

2500. What is the discharge

through the channel ?

(1) 0.808 m3/sec.

(2) 1.14 m3/sec.

(3) 0.900 m3/sec.

(4) 0.090 m3/sec.

38. In a 90° triangular notch, for a

given head, the error in the

estimated discharge due to a 2%

error in the measurement of the

vertex angle is

(1) π%

(2) 5.0%

(3) 3.0%

(4) π

2%

39. A turbine develops 2515 kw at 240

rpm. The torque in the shaft is

(1) 400 kN-m

(2) 3335 kN-m

(3) 1000 kN-m

(4) 100 kN-m

40. If the dynamic viscosity of a fluid is

0.5 poise and specific gravity is 0.5,

then the kinematic viscosity of that

fluid in stokes is

(1) 0.25

(2) 0.50

(3) 1.0


41. Choose the correct relationship.

(1) Specific Gravity = Gravity ×

Density

(2) Gravity = Specific Gravity ×

Density

(3) Dynamic Viscosity =

Kinematic Viscosity × Density

(4) Kinematic Viscosity =

Dynamic Viscosity × Density

42. Flow at constant rate through a

tapering pipe is

(a) steady flow

(b) uniform flow

(c) unsteady flow

(d) non-uniform flow

The correct answer is :

(1) (a) & (b)

(2) (a) & (d)

(3) (b) & (c)

(4) (b) & (d)

43. The amount of irrigation water

required to meet the

evapotranspiration needs of the

crop during its full growth is called

(1) Effective rainfall

(2) Consumptive use

(3) Consumptive irrigation

requirement

(4) Net irrigation requirement

44. A river turning work is generally

required when the river is

(1) all when river was full

(2) meandering

(3) aggrading

(4) degrading

83 (16 - A)

45. �sಾ�' ಜಲಚಕJದ9:, @ಾJ��

<ೂಳ)ಯನುH _____ ಬಳಸು�ಾ�ರ.

(1) 8ೕರನುH sಾವ;[ೕ ಸು�ಗ�ಲ:ದಂ�

<ಳSನ ಪJ)ಾಹ<= ,ಾSಸಲು

(2) 8�ಾನ)ಾS 6ಸ��ಸುವ ಮೂಲಕ

LJsಾಶL�ಯನುH ಹ�6ನ

ಶL�sಾS ಪ�ವKEಸಲು

(3) ಜಲಚಕJದ ಸುರ�aಾS

(4) ಹ�6ನ ದರವನುH kuvಸಲು

46. ನಾ_ರೂೕ aೕ� ರೖ%2 ಹ�ಯ aೕ�

ಅಗಲ _____

(1) 0.610 -ೕ. (2) 0.762 -ೕ.

(3) 1.676 -ೕ. (4) 1.762 -ೕ.

47. 12ಮುಖ ರೖ%2 ಹ�aಾS ~ಾ9,ಂmJ�

ಸುರಂಗದ ಎತ�ರ _____ ರ ನಡು)

ಇರುತ�[.

(1) 8.8 -ೕ. �ಂದ 9.1 -ೕ.

(2) 8.8 -ೕ. �ಂದ 9.2 -ೕ.

(3) 8.8 -ೕ. �ಂದ 9.3 -ೕ.

(4) 8.8 -ೕ. �ಂದ 9.4 -ೕ.

48. ಏಕಮುಖ ಹ� ಸುರಂಗದ9: ಸುರಂಗದ

wಾವ# ಮತು� ಸ2ಯಂಚ9ಯ

(locomotive) 0ೕ%ಾ�ಗದ ನಡು)

ಇರzೕ<ಾದ ಸ�ಷ�ದೂರ

(1) 50 ,ಂ.-ೕ. (2) 75 ,ಂ.-ೕ.

(3) 90 ,ಂ.-ೕ. (4) 100 ,ಂ.-ೕ.

49. ಬಂಡ)ಾಳ ಹೂ�<ಯ ಮರು~ಾವKaಾS

�ಾಡುವ )ಾ�Eಕ 8ಯತ ~ಾವKಗಳನುH

ಈ <ಳSನ sಾವ kಸ�8ಂದ

ಕರಯ%ಾಗುವ;ದು ?

(1) ವ�ಾEಶನ/)ಾ�Eಕ ಅನು[ಾನ

(2) ಸವಕ�

(3) (ಮುಳ.ಗು) ಋಣ ಪ�kಾರ 8|

(4) ನಷ� ಭKE

50. <ಲಸ �ಾಡುವ ಪJ�ಾಣಗಳ <ೕಂದJ

�ಾಗEದ 6�ಾನದ9: ಅಡ�aೂೕ@ಗ�a

ಪJKxಂದು ಜಂ�' ನ9: <ೕಂದJ �ಾಗEದ

ಉದR1ಂದ ಎಷು� ಪJ�ಾಣದ9: ಸyಳವನುH

<ೕಂ1Jೕಕ�ಸzೕಕು/ Vಡzೕಕು ?

(1) ಅಗಲದ 2 ಪಟು�

(2) ಅಗಲದಷು�

(3) ಅಗಲದ 1.5 ರಷು�

(4) ಅಗಲದ ಅಧE (½) ದಷು�

51. ಒಂದು ಸ2ತು�, ತನH �ಾದ�, 6ನಾ_ಸ,

ರಚನ ಮುಂ�ಾದವ;ಗಳ9: <ಾಲ

ಗKಸುವ;ದ�ಂದ ತನH �ಲ_ವನುH

ಕOದು<ೂಳ.oK�ದುR ಅದನುH ಈ <ಳSನ

sಾವ;ದ�ಂದ ಕರಯ%ಾಗುವ;ದು ?

(1) ಬಳ< ತಪ;�K�ರು6<

(2) kಾ8 �ಲ_

(3) <ಾ~ಾಡಬಹು[ಾದ �ಲ_

(4) ತುಣುಕು (Scrap) �ಲ_

83 (17 - A)

45. In a reaction turbine, draft tube is

used

(1) To transport water

downstream without eddies

(2) To convert kinetic energy to

flow energy by a gradual

expansion

(3) For safety of turbine

(4) To increase flow rate

46. The Gauge width of Narrow Gauge

railway track is

(1) 0.610 m

(2) 0.762 m

(3) 1.676 m

(4) 1.762 m

47. The height of a polycentric tunnel

for a double railway track ranges

from

(1) 8.8 m to 9.1 m

(2) 8.8 m to 9.2 m

(3) 8.8 m to 9.3 m

(4) 8.8 m to 9.4 m

48. The clear spacing between the roof

of tunnel and top of locomotive in

a single track tunnel is atleast

(1) 50 cm

(2) 75 cm

(3) 90 cm

(4) 100 cm

49. The annual periodic payments

made for the repayment of the

capital invested is known as

(1) annuity

(2) depreciation

(3) sinking fund

(4) solatium

50. In the centre line method of

working out volumes, for cross

walls, what deductions must be

made from the centre line length

at each junction ?

(1) Twice the breadth

(2) Breadth

(3) 1.5 breadth

(4) Half the breadth

51. The loss of value of property by its

becoming out of date in style, in

design, in structure etc., is called

(1) obsolescence

(2) distress value

(3) salvage value

(4) scrap value

83 (18 - A)

52. ಈ <ಳSನ sಾವ;ದು, ಚಟುವm<ಯನುH

ಪJK8|ಸುವ;1ಲ: ?

(1) 8)ೕಶನದ ಸyಳ ಗುKEಸುವ;ದು

(2) ಅ�~ಾಯವನುH �aಯುK�ರುವ;ದು

(3) ಸ2ಚ�aೂ�ಸುK�ರುವ ಕwೕ�

ಪJ[ೕಶ

(4) ಆkಾ2ನಪKJ<ಗಳನುH

ಕಳ.XಸುK�ರುವ;ದು

53. 8FಾEಯಕ ಪಥವ; _____ ಆSರುತ�[.

(1) (ಸ[ಾ) sಾ)ಾಗಲೂ 1ೕಘE)ಾದುದು

(2) (ಸ[ಾ) sಾ)ಾಗಲೂ ಅಲ�<ಾ9ೕನ-

)ಾದುದು

(3) 1ೕಘE)ಾಗಬಹು[ಾದುದು

(4) ಸ-ೕಪ)ಾಗಬಹು[ಾದುದು

54. ,ಾ:�� ಎಂದರ

(1) ಅನುಮK 8ೕಡಬಹು[ಾದ

ಇK�ೕuನ ಸಮಯ ಮತು�

ಮುಂ5Mೕ 8�ೕ>ಸ%ಾದ

ಸಮಯದ ನಡುವಣ ವ_�ಾ_ಸ

(2) ಅನುಮK 8ೕಡಬಹು[ಾದ ಕ8ಷZ

ಸಮಯ ಮತು� ಮುಂ5Mೕ

8�ೕ>ಸ%ಾದ ಸಮಯ

(3) ಮುಂ5Mೕ 8�ೕ>ತ)ಾದ

ಸಮಯ-ಅನುಮK 8ೕಡಬಹು[ಾದ

ಇK�ೕuನ ಸಮಯ

(4) ಒಂದು ಚಟುವm<Yಂದ ಗ��ದ

ಸಮಯ

55. PERT ಎಂದರ

(1) ಚಟುವm<sಾ�ಾ�ತ)ಾದುದು

(2) ಘಟನಾ�ಾ�ತ)ಾದುದು

(3) ಸಮsಾ�ಾ�ತ)ಾದುದು

(4) ಸಂಪನೂ{ಲ ಆ�ಾ�ತ)ಾದುದು

56. < :ೕ6 ಮಣು]ಗಳ9: ಉಂಟಾಗುವ ,ಾಮಥ_E

ನಷ� ಮತು� ,ಾಮಥ_Eದ Pಾಗಶಃ

ಮರುಗ�<ಯು ಮರು¡ೕ9�ಂn

8ಂ[ಾS <ಾಲಕJ0ೕಣ ಉಂಟಾಗುವ;ದ<=

XೕaನುHವರು

(1) LJsಾತ{ಕ� ಮತು� ಸಂ)ೕದಕ�

(2) ಸಂ)ೕದಕ� ಮತು� ¢<ೂ ೕಟೂJ£

(3) ¢<ೂ ೕಟೂJ£ ಮತು� ಸಂ)ೕದಕ�

(4) LJsಾತ{ಕ� ಮತು� ಪJKರೂೕಧ�

57. ಚತುಮುEಖ �9<ಾ ಮತು� ಅಷ�ಮು¤

ಅಲೂ_-ನಾದ ಮೂಲ ಘಟಕಗಳ.

(1) Sz ೖl

(2) zಾ< ೖl

(3) Wxೕ%ೖl


58. ಮ#]ನ ತ2�ತ ಮರಳ.�yKಯನುH ಈ

<ಳSನ sಾವ ಸ-ೕಕರಣವ;

ಪJK8|ಸುತ�[ ?

(1) G–1/1+e (2) G+1/1+e

(3) 1+e/G+1 (4) G-1/1-e

83 (19 - A)

52. Which of the following does not

represent an activity ?

(1) Site located

(2) Foundation is being dug

(3) The office area is being

cleaned

(4) The invitations are being sent

53. Critical path

(1) is always longest

(2) always shortest

(3) may be longest

(4) may be shortest

54. Slack is

(1) difference of latest allowable

time and earliest expected

time

(2) least allowable time-earliest

expected time

(3) earliest expected time-latest

allowable time

(4) time gained by an activity

55. PERT is

(1) activity oriented

(2) event oriented

(3) time oriented

(4) resources oriented

56. The loss of strength upon

disturbance in clayey soils &

subsequent regaining of portion of

strength due to remolding with

respect to time are respectively

known as

(1) Activity & Sensitivity

(2) Sensitivity & Thixotropy

(3) Thixotropy & Sensitivity

(4) Activity & Resistivity

57. The base units of tetrahedral silica

& octahedral unit of alumina is

known as

(1) Gibbsite

(2) Bauxite

(3) Zeolite


58. Which of the following expression

represents Quick sand condition in

soil ?

(1) G–1/1+e

(2) G+1/1+e

(3) 1+e/G+1

(4) G–1/1–e

83 (20 - A)

59. ಸಮ<ಾಲ ಅಂತರದ9: �ಾ9ಂn kN

ಪ�ಾE-ೕಟ� ಪ�ೕ� �ಾಡು)ಾಗ kN

ಪತನವ; h1 8ಂದ h2 a ಮತು� h2 ಇಂದ h3 a ಸಮನಾದ 6ರಾಮಗಳ9: ಉಂಟಾಗುತ�[.

ಈ <ಳSನ sಾವ ಸ-ೕಕರಣವ; ಉತ�ಮ

kೂಂದು6<sಾS[ ?

(1) h22 = h1h3

(2) h2

1 = h2h3

(3) h2

3 = h1h2

(4) (h1 – h2) = (h2 – h3)

60. ಆಂ�ಕ)ಾS ಸಂತೃಪ�aೂಂಡ ಮ#]ನ

�ಾದ�ಯ9: ನೖಸSEಕ 8ೕರು 14%

ಇ[. aಾತJ ಏಕ ತೂಕ 19 kN/m3

ಘನಗಳ ,ಾ~ೕ� ,ಾಂದJ� 2.70 ಮತು�

rw = 9.8 kN/m3 ಸಂತೃಪ��ಯ ಮಟ� (1) 75% (2) 64% (3) 55% (4) 100%

61. ಲಂಬ ಒತ�ಡದ KೕವJ�ಯು 25 kN

Vಂದು68ಂದ 3 -ೕಟ� ನೕರ <ಳa ಇದR

ಸಮತಲ 0ೕ%¥ ನ9: ಎ��ರುತ�[ ?

(1) 1.326 kN/m2

(2) 2.05 kN/m2

(3) 0.528 kN/m2

(4) 0.663 kN/m2

62. ಮುbಾಮು¤sಾಗುವಂ�

ಓರaೂ��[ಾಗ ಆಗುವ ಮ#]ನ ರಚನ

(1) ಚದು�ದ

(2) ಪದರ ಪದರ

(3) �ೕನುಗೂಡು

(4) ಅಂಟು �ಾತೃ<

63. ~ :ೕl Pಾರ ಪ�ೕ�ಯು ಇದನುH

ಅಂ[ಾಜು �ಾಡಲು ಉಪಯುಕ�

(1) ಮ#]ನ �ಾರFಾ ಶL�

(2) ಅ�~ಾಯದ �y�ೕಕರಣ

(3) ಅ�~ಾಯದ ಆಳ

(4) (1) ಮತು� (2) ಗOರಡೂ

64. ಮ#]ನ ಕಣಗಳ ,ೖWನ ಆರೂೕಹಣ

ಕJಮ)ಂದರ

(1) �ೕ�, ಹೂಳ., ಮರಳ., ಜ9:

(2) ಹೂಳ., �ೕ�, ಮರಳ., �9:

(3) �9:, ಹೂಳ., ಮರಳ., �ೕ�

(4) �ೕ�, ಮರಳ., ಹೂಳ., �9:

65. ಮ#]ನ %ೂೕಮ ಜಲ

(1) ಋಣಜಲ ಒತ�ಡ ಉಂಟು

�ಾಡುತ�[

(2) ಪ�Fಾಮ<ಾ� ಒತ�ಡ ತS¦ಸುತ�[

(3) �ಾರಣ ,ಾಮಥ_E ತS¦ಸುತ�[


66. ಈ kೕ�<ಗಳ ~ೖL sಾವ;ದು ಸ� ?

(1) ಸLJಯ ಭೂಒತ�ಡವ; 8�=§ಯ ಭೂ

ಒತ�ಡL=ಂತ kಚುv

(2) 8�=§ಯ ಭೂ ಒತ�ಡವ; ಸLJಯ ಭೂ

ಒತ�ಡL=ಂತ kಚುv

(3) ಸLJಯ kಾಗೂ 8�=§ಯ

ಒತ�ಡಗOರಡೂ ಸ�ಸಮ

(4) 8ಶvಲ �yKಯ ಭೂ ಒತ�ಡ 8�=§ಯ

ಭೂ ಒತ�ಡL=ಂತ ಅ|ಕ

83 (21 - A)

59. In falling head permeameter test

on a soil sample for equal time

intervals are noted for drop of

head from h1 to h2 and again from

h2 to h3. Which of the following

relationship is shall hold good ?

(1) h22 = h1h3

(2) h2

1 = h2h3

(3) h2

3 = h1h2

(4) (h1 – h2) = (h2 – h3)

60. A partially saturated soil sample

has a natural water content of 14%

& a bulk unit weight of 19 kN/m3

with specific gravity of solids as

2.70 & rw = 9.8 kN/m3, the degree

of saturation is

(1) 75%

(2) 64%

(3) 55%

(4) 100%

61. What is the intensity of vertical

pressure at a point 3 metre directly

below a 25 kN point load acting on

a horizontal ground surface ?

(1) 1.326 kN/m2

(2) 2.05 kN/m2

(3) 0.528 kN/m2

(4) 0.663 kN/m2

62. The soil structures that are

arranged in face-to-face

orientation are called

(1) Dispersed

(2) Flocculent

(3) Honeycomb

(4) Cohesive Matrix

63. Plate load test is useful in

estimating

(1) Bearing capacity of soil

(2) Settlement of the foundation

(3) Depth of foundation

(4) Both (1) and (2)

64. The correct increasing order of soil

particles size is

(1) Clay, silt, sand, gravel

(2) Silt, clay, sand, gravel

(3) Gravel, silt, sand, clay

(4) Clay, sand, silt, gravel

65. Capillary water in soils

(1) Causes negative water

pressure

(2) Reduces effective pressure

(3) Reduces bearing capacity


66. Which of the following statement

is correct ?

(1) Active earth pressure is

greater than passive earth

pressure.

(2) Passive earth pressure is

greater than active earth

pressure.

(3) Active and passive earth

pressures are equal.

(4) Earth pressure at rest is

greater than passive earth

pressure.

83 (22 - A)

67. Kರುಚು ,ಾಮಥ_E ಮತು� ತತ ಂಬಂ|

,ಾ�ಾನ_ ಒತ�ಡ ಲಂಬ ಒತು� C-φ ಮ#]a

8ೕಡ%ಾಗುವ;ದು,

(1) τ = σ tan φ

(2) τ = C + σ tan φ

(3) τ = C

(4) τ = qu / 2

68. ಮ#]ನ ಕಣಗಳ ಏಕaಾತJ<= ಸಂಬಂ1�ದ

81Eಷ� 0ೕ%¥ಯನುH ಕಣದ 0ೕ%¥

6��ೕಣE)ಾS kೕಳ.ವ;ದು

(1) 6/D (2) 6/D2

(3) 1/6 πD2 (4) D/6

69. ಮಣು] ತುಂVದ ವಲಯವ;, ಸಮ)ಾಯು

Pಾರ1ಂದ ಆವ�ಸಲ�ಟ� ಇದ<= <ೂಟ�

ಲಂಬ ಒತ�ಡ KೕವJ�ಯನುH 8ೕಡ%ಾSದುR

ಇದನುH XೕaನುH�ಾ�ರ

(1) ನೂ_�ಾ�E ನ ಪಟ

(2) ಒತ�ಡ ಬುರು@

(3) �ಾರುವೃತ�

(4) ಪJPಾ6ರೕb

70. ಮ#]ನ �ಾದ�-ಗ�ಷZ ಶುಷ=

,ಾಂದJ�ಯು rdmax = 20 KN/m3, rdmin

= 12 KN/m3, ,ಾy8ಕ ಶುಷ= ,ಾಂದJ�

rd = 16 KN/m3 ಇದRರ ಅದರ ,ಾ~ೕ�

,ಾಂದJ�

(1) 75% (2) 62.5%

(3) 67.5% (4) 50%

71. ಈ kೕ�<ಗಳ9: sಾವ;ದು ಸ�

(1) ಮರುಪ@ಯು6< ಅನು~ಾತ ಒಂದ-

L=ಂತ ಕ�0 ಎಂದರ ಮಣು] ಸಂ£ೕ�ತ.


L=ಂತ ಕ�0 ಎಂದರ ಮಣು] ಉV�ದುR.


L=ಂತ kಚುv ಎಂದರ ಮಣು] ಸಂ£ೕ�ತ.

(4) 0ೕ9ನ ಎಲ:ವr

72. K�ಚು ಪ�ೕ� ನ@ಸು)ಾಗ K�ಚು

ಸಮತಲನದ 6ಫಲ�ಯು ಈ ~ೖL

sಾವ;ದರ9: ಪrವE 8ಧE�ತ ?

(1) ನೕರ K�ಚು ಪ�ೕ�

(2) )ೕ' K�ಚು ಪ�ೕ�

(3) KJ ಅ� K�ಚು ಪ�ೕ�

(4) �ೕ-ತaೂಳoದ ಸಂ£ೕಡನ ಪ�ೕ�

73. )ೕ' K�ಚು ಪ�ೕ�ಯನುH

,ಾ�ಾನ_)ಾS ,ಾy8ಕ ಸಂದಭEದ9:

ಉಪxೕS� 8ಧE�ಸುವ K�ಚು

,ಾಮಥ_E ಇದ<= ಸಂಬಂ|�ದುR

(1) ಮೃದು �ೕ�ಗಳ. (2) ಮರಳ.

(3) VS �ೕ�ಗಳ. (4) ಜ9:

74. ಪJ�_ೕLಸು6<ಯು ಇದ<= <ಾರಣ)ಾಗುವ;ದು

(1) <ಾಂLJೕmನ9: �ೕನುಗೂಡು ರಚನ

(2) �uದJ ರಚನ

(3) ಮರಳ.<ೂರ�ಯ <ಾಂLJೕl

(4) ಈ ಎಲ:ವr

83 (23 - A)

67. The relationship between shear

strength and corresponding

normal stress for C-φ soils is given

by

(1) τ = σ tan φ

(2) τ = C + σ tan φ

(3) τ = C

(4) τ = qu / 2

68. Specific surface expressed as

surface area of the particle per

unit volume of the soil particle is

(1) 6/D

(2) 6/D2

(3) 1/6 πD2

(4) D/6

69. The zone in a loaded soil mass

bounded by an isobar of given

vertical pressure intensity is called

(1) Newmark’s Chart

(2) Pressure Bulb

(3) Slip Circle

(4) Influence Line

70. Relative density of sand sample

having maximum dry density rdmax

= 20 kN/m3, rdmin = 12 kN/m3,

in-situ dry density rd = 16 kN/m3

will be

(1) 75%

(2) 62.5%

(3) 67.5%

(4) 50%

71. Which of the following statement

is correct ?

(1) A recovery ratio of less than 1

implies, the soil is

compressed.

(2) A recovery ratio less than 1

implies, that the soil has

swelled.

(3) A recovery ratio of greater

than 1 implies, the soil is

compressed.

(4) All of the above

72. The plane of shear failure is

predetermined in the case of

following shear test :

(1) Direct shear test

(2) Vane shear test

(3) Tri-axial shear test

(4) Unconfined compression test

73. Vane shear test is normally used

for the determination in-situ shear

strength of

(1) soft clays

(2) sand

(3) stiff clays

(4) gravel

74. Segregation is responsible for

(1) Honeycombing in concrete

(2) Porous concrete

(3) Sand deficient concrete

(4) All the above

83 (24 - A)

75. 8ೕರು �0ಂmನ ಅನು~ಾತ 8ಯಮ-

ವನುH ಪJಥಮ)ಾS ಪJK~ಾ1�ದವರು

(1) ಡ� ಅಬJkಾ� (2) zJ'

(3) �ರJl (4) 6<ಾl

76. �0ಂl <ಾಂLJೕಟನ ಪrವE ,ಾಮಥ_E

ಪ@ಯಲು ನರ)ಾಗುವ ಸಂಯುಕ� (1) C3S (2) C2S

(3) C3A (4) C4AF

77. ಸ:ಂ© ಪ�ೕ�ಯು ಇದರ �ಾಪಕ

(1) XS¦ಸು6<ಯ ,ಾಮಥ_E

(2) ಸಂ£ೕಡನ ,ಾಮಥ_E

(3) ನಮ_ನ (� :ಕೂ ರf) ,ಾಮಥ_E

(4) <ಾಯE�ೕಲ�

78. �0ಂಟನ ಜ9ೕಕರಣವ; ಇವ;ಗಳ

ನಡುವಣ ಸಂಬಂಧ

(1) ಮರಳ. ಮತು� 8ೕರು

(2) ಉಕು= ಮತು� 8ೕರು

(3) �ೕ� ಮತು� 8ೕರು

(4) �0ಂಟು ಮತು� 8ೕರು

79. <ಾಂLJೕಟನ ,ಾJವ)ಂದರ

(1) -ಶJಣ1ಂದ ಒರಟು ಒಗೂ¦�<

ಪJ�_ೕಕaೂಳ.oವ;ದು

(2) -ಶJಣ1ಂದ ನಯ ಒಗೂ¦�<

ಪJ�_ೕಕaೂಳ.oವ;ದು

(3) -ಶJಣ1ಂದ �0ಂಟು ಮತು�

8ೕ�ನ ಪJ�_ೕಕನ

(4) 0ೕ9ನ ಎ%ಾ:

80. 0ಚೂ_�m (~ಾJಪ��) ಎಂದರ

(1) ∑ (<ಾಲ × ಉ�ಾ]ಂಶ)

(2) ∑ (<ಾಲ × ಕೂ_�ಂn ಅವ|)

(3) ∑ (<ಾಲ × ,ಾಮಥ_E)

(4) ∑ (<ಾಲ × �f ಅವ<ಾಶ

ಅನು~ಾತ)

81. )ೕಗವ|Eತ ಕೂ_�ಂn ನ ಉ[ Rೕಶ

(1) ಪrವE ,ಾಮಥ_Eದ ಅ�ವ;

(2) ¡ದ%ೕ kuvನ ,ಾಮಥ_E

ಪ@ಯುವ;ದು

(3) ,ಾಮಥ_E K�ಯುವ;ದು

(4) ಇವ;ಗಳ9: sಾವ;ವr ಅಲ:

82. H/D ಅನು~ಾತವ; ಸಂ£ೕಡನ ಪ�ೕ�ಾ

�ಾದ� ಕು�ತಂ� (1) 1.5 (2) 2.0

(3) 2.5 (4) 3.0

83. 28 1ನಗಳ ಕೂ_�ಂn ನಂತರದ OPC 43

aJೕN �0ಂಟನ ಸಂ£ೕಡನಾ ,ಾಮಥ_E (1) 4.3 N/mm2 (2) 43 N/mm2

(3) 53 N/mm2 (4) 5.3 N/mm2

84. <ಾಂLJೕmನ9:ನ ನುಸುಳ.6<ಯು

ಇದರೂಂ1a k5ಾvಗುತ�[

(1) �0ಂmನ ,ಾರದ9: kಚvಳ

(2) ಕೂ_�ಂn ಅವ| ತಗು¦6<

(3) ಭKE �ಾಡು)ಾಗ <ಾಂLJೕl ನ

ಅವ| ತಗು¦6<

(4) 0ೕ9ನ ಎಲ:ವr

83 (25 - A)

75. The law of water cement ratio was

first proposed by

(1) Duff Abraham

(2) Brown

(3) Ferret

(4) Vicat

76. The compound that helps in

obtaining early strength of cement

concrete is

(1) C3S

(2) C2S

(3) C3A

(4) C4AF

77. Slump test is a measure of

(1) Tensile Strength

(2) Compressive Strength

(3) Flexural Strength

(4) Workability

78. Hydration of cement is relation

between

(1) Sand and water

(2) Steel and water

(3) Clay and water

(4) Cement and water

79. Bleeding of concrete is

(1) Separation of coarse

aggregates from the mix

(2) Separation of fine aggregates

from the mix

(3) Separation of cement and

water from the mix

(4) All the above

80. Maturity is

(1) ∑ (time × temperature)

(2) ∑ (time × curing age)

(3) ∑ (time × strength)

(4) ∑ (time × gel space ratio)

81. Purpose of accelerated curing is

(1) To know the strength at the

earlier

(2) To get the higher strength at

earlier

(3) To know the strength


82. H/D ratio for compressive strength

test specimen is

(1) 1.5

(2) 2.0

(3) 2.5

(4) 3.0

83. Compressive strength of OPC 43

Grade Cement at the end of 28

days curing is

(1) 4.3 N/mm2

(2) 43 N/mm2

(3) 53 N/mm2

(4) 5.3 N/mm2

84. Creep in concrete increases with

(1) Increase in cement content

(2) Decrease in curing time

(3) Decrease in age of concrete

at the time of loading

(4) All the above

83 (26 - A)

85. ಉತ�ಮ ಗುಣಮಟ�ದ <ಾಂLJೕma

ಸಂಬಂ|�ದಂ� 8ೕ�ನ pH z%ಯು ಈ

<ಳSನ z%Sಂತ ಕ�0 ಇರzಾರದು (1) 2 (2) 4

(3) 6 (4) 12

86. ಸಂಯುಕ� aಾJಮ,ಾರ �ಾ_ಜ_ವನುH

ಒಟಾ�S ,ಾSಸುವ 6�ಾನವನುH Xೕa

kೕಳ.�ಾ�ರ :

(1) ಮನಗ�ಂದ ಉ�ಾ�ದನsಾಗುವ

aಾJಮ,ಾರ ಮತು� <ಾbಾEನಯ

aಾJಮ,ಾರ

(2) Vರುaಾ� aಾJಮ,ಾರ ಮತು�

ಮನಗ�ಂದ ಉ�ಾ�ದನsಾಗುವ

aಾJಮ,ಾರ

(3) Vರುaಾ� aಾJಮ,ಾರ ಮತು�

<ಾbಾEನಯ aಾJಮ,ಾರ

(4) Vರುaಾ�Yಂ[ಾದ ಚರಂ� ಮತು�

aಾJಮ,ಾರ

87. 8ೕರು ,ೂರದ ಮನಗಳ 0ೕ%¥

�ಾಡುಗ�ಂದ ಹ�ಯು)ಾಗ ಅದರ

ಗುFಾಂಕದ (K) �ಲ_ವ; : (1) 0.01 – 0.20 (2) 0.15 – 0.30

(3) 0.70 – 0.95 (4) ಅನಂತ

88. aಾJಮ,ಾರವನುH ,ಾSಸುವ ~ೖಪ;ಗಳ.

,ಾ�ಾನ_)ಾS ಈ <ಳSನ sಾವ

ಆ<ಾರದ9:ರುತ�[

(1) ಆಯ�ಾ<ಾರ (2) ವೃ�ಾ�<ಾರ

(3) ಅಂ@ಾ<ಾರ (4) ~ಾ_ರಾzೂೕ9�

89. ಸ)ತ kಾಗೂ ಉಜು� ಸ)ತವನುH ತ@ದು-

<ೂಳ.oವ ಅತು_ತ�ಮ ~ೖಪ;ಗOಂದರ

(1) ಆ�.�.�.

(2) ಸುಟ� ಇm�a

(3) kೂOಯುವ ಮ#]ನ ~ೖಪ;

(,ೂ�ೕ' )ೕ�)

(4) ಅj zಸ�j �0ಂl

90. ನ1ಯ 8ೕ�ನ9: -ೕನುಗಳ.

ಬದುಕು�ಯ zೕ<ಾದರ ಕ8ಷ� ಎಷು�

ಪJ�ಾಣದ9: ಕರSದ ಆಮ:ಜನಕ

ಇರzೕ<ಾಗುತ�[ :

(1) 2 ppm (2) 4 ppm

(3) 8 ppm (4) 10 ppm

91. aಾJಮ,ಾರದ Chemical Oxygen Demand

(COD) ಪ�ೕ�ಯ9: K2 Cr2 O7 8ಂದ

,ಾವಯವ ಪ[ಾಥEಗಳನುH ಉತ=ಷE

aೂ�ಸುವ;ದು ಇದರ ಸಮು{ಖದ9:

(1) HCl

(2) H2SO4

(3) HNO3


92. ಈ <ಳSನ sಾವ <ಾbಾEನಗಳ.

ಉಷ]�ಾ9ನ_ವನುHಂಟು �ಾಡುತ�[.

(1) �0ಂl

(2) ಆkಾರ ಸಂಸ=ರF

(3) ಅಣು 6ದು_ª ,ಾyವರುಗಳ.


83 (27 - A)

85. pH value of water for quality

concrete shall not be less than

(1) 2

(2) 4

(3) 6

(4) 12

86. A combined sewerage system,

collectively carries

(1) Domestic sewage and

industrial sewage

(2) Storm sewage and domestic

sewage

(3) Storm sewage and industrial

sewage

(4) Storm drainage and sewage

87. The value of the coefficient (K) of

run-off for watertight roof surface,

tend to

(1) 0.01 – 0.20

(2) 0.15 – 0.30

(3) 0.70 – 0.95

(4) Infinity

88. The most widely adopted sewer

pipes is

(1) Rectangular

(2) Circular

(3) Egg-shape

(4) Parabolic

89. The best pipe material to resist

erosion, abrasion, is

(1) R.C.C.

(2) Brick masonry

(3) Glazed stoneware

(4) Asbestos cement

90. Minimum Dissolved Oxygen

prescribed for a river stream, to

avoid fish kills, is

(1) 2 ppm

(2) 4 ppm

(3) 8 ppm

(4) 10 ppm

91. While testing for Chemical Oxygen

Demand (COD) of sewage, organic

matter is oxidized by K2 Cr2 O7 in

the presence of

(1) HCl

(2) H2SO4

(3) HNO3

(4) None of these

92. Which industry causes thermal

pollution ?

(1) Cement

(2) Food Preservation

(3) Nuclear Power Plant

(4) None of these

83 (28 - A)

93. ಆL @ೕಶ' <ೂಳಗಳ9: ಅಳವ��<ೂಳ.oವ

ತ@X�ಯು6<ಯ ಅವ|ಯು _____.

(1) 2-6 )ಾರಗಳ. (2) 2-4 1ನಗಳ.

(3) 1-2 )ಾರಗಳ. (4) 4-8 1ನಗಳ.

94. aಾJಮ,ಾರ ರೂಚುv8ೕ�ನ ಶು1gೕಕರಣ

ಘಟಕಗಳ9: ,ಾವಯವ ಪ[ಾಥEಗಳ.

)ಾಯುರXತ)ಾS 6ಘಟನ kೂಂದುತ�[

ಈ <ಳSನ sಾವ ಘಟಕದ9:

(1) ಆL @ೕಶ' <ೂಳ

(2) (<ೂOಯು6<) ,£�� ೂm�

(3) ಆL�)ೕಟN ಸ:N� ,ಾyವರಗಳ.

(4) (2) ಮತು� (3) ಎರಡೂ

95. Pಾರತದ9: 5ಾ9�ಯ9:ರುವ )ಾಯು

ರXತ sಾಂKJಕ 6�ಾನ1ಂದ

ತsಾ�ಸುವ aೂಬ�ರದ 6�ಾನ<=

ಏನಂದು ಕರಯು�ಾ�ರ

(1) ಇಂ@ೂೕ� 6�ಾನ

(2) ಮಂಗಳ«ರು 6�ಾನ

(3) zಂಗಳ«ರು 6�ಾನ


96. 9ೕ5l ಎನುHವ ದJವವ; sಾವ;ದರ

ತಳPಾಗ1ಂದ kೂರಬರುತ�[

(1) ,£�� ೂm�

(2) ಭೂ ಭKE

(3) ಕಂ�j� ,ಾyವರಗಳ.

(4) ಏರೕಟN ಲಗೂ' ಗಳ. ()ಾಯುಯುಕ� ,ಾಗರದ ಸರೂೕವರಗಳ.)

97. ಕು�ಯುವ 8ೕ�ನ ,%ಗಳ9: <ೂ9

�ಾರಂ MPN ಈ <ಳSನವ;L=ಂತ

k5ಾvಗzಾರದು (1) 10/100 (2) 20/100

(3) 30/100 (4) 50/100

98. �ಾ9ನ_ 8ಯಂತJಣ ಘಟಕ)ಾದ

ಎ%<ೂ¬ೕ ,ಾ�m� £J�£ಟೕಟ� ಈ

<ಳSನದನುH ಕ�0aೂ�ಸುತ�[

(1) ಸಲ� @ೖ ಆ< ೖN

(2) ಧೂ�ನ kೂರಸೂಸು6<

(3) (1) ಮತು� (2) ಎರಡೂ

(4) ಇ[ಾವ;ದು ಅಲ:

99. <ಾbಾEನಗಳ9: ಉತ�K�sಾಗುವ ಧೂ�ನ

ಕಣಗಳನುH kಾಗೂ �ಾ9ನ_<ಾರಕ

ಅ8ಲಗಳನುH 8ಯಂತJಣ �ಾಡಲು

ಅಳವ�ಸಲು ಉಪಕರಣ)ಂದರ

(1) ,ೖ<ೂ:ೕ'

(2) ,®ೕ ಟವ�

(3) uಮ#

(4) zಾ_n �ಲ��

100. ಜ~ಾ' ನ9: <ಾ#�<ೂಂಡ -ನಾ�ಾಟ

bಾY%a ಈ <ಳSನ sಾವ 6ಷ<ಾ�

ವಸು� <ಾರಣ

(1) %N (�ೕಸ)

(2) -ೕ�ೖf ~ಾದರಸ

(3) <ಾ_N -ಯಂ

(4) 8ಕ=f

83 (29 - A)

93. The detention period adopted for

oxidation ponds is of the order of

(1) 2-6 weeks

(2) 2-4 days

(3) 1-2 weeks

(4) 4-8 days

94. The sewage treatment units, which

work on anaerobic decomposition

of organic matter, are

(1) Oxidation ponds

(2) Septic tanks

(3) Activated sludge plants

(4) Both (2) and (3)

95. The anaerobic method of

mechanical compositing, as

practiced in India, is called

(1) Indore method

(2) Mangalore method

(3) Bangalore method

(4) None of these

96. Leachate is a liquid, that flows out

from the bottom of

(1) Septic tanks

(2) Landfills

(3) Compost plants

(4) Aerated lagoons

97. The drinking water source should

not contain coliform MPN more

than

(1) 10/100

(2) 20/100

(3) 30/100

(4) 50/100

98. Pollution control equipment

electrostatic precipitators reduces

(1) Sulphur dioxide

(2) Particulate emission

(3) Both (1) and (2)

(4) None of these

99. The device, which can be used to

control gaseous as well as

particulate pollutants, in the

industrial emissions, is known as

(1) Cyclone

(2) Spray tower

(3) Chimney

(4) Bag filter

100. Minamata disease caused in Japan

due to poisoning of

(1) Lead

(2) Methyl mercury

(3) Cadmium

(4) Nickel

¡¼åê¾ Ê²µåßå’æ”˜™ ÜÈåÀâÿåSPACE FOR ROUGH WORK

83-A (30 - A)

¡¼åê¾ Ê²µåßå’æ”˜™ ÜÈåÀâÿåSPACE FOR ROUGH WORK

(31 - A) 83-A

ÔåÚÈå¤Äó ’ðëé µó

† ÇÈåÐ×ðÆÇÈåíúÜÝ¾’ð²ìåêÄåêÆ ¼ð²µð²ìåêêÔåÒ¼ð ÅÔåê˜µð ½â–ÜÈåêÔåÔå²µð˜µåë …ÁµåÄåêÆ ¼ð²µð²ìåê’åë´µåÁµåê.

ÇÈåÐ×ðÆÇÈåíúÜÝ¾’ðÅÁ™¤ÚÈå± ÇÈå½Ð’ð

(ÇÈå½Ð’ð-II)úúúúú

µå²™ÚÈå³ ÜÈåÔåê²ìåê ‘ 2 µåÒ ð µåâÿåê µå²™ÚÈå³ ƒÒ’å µåâÿåê ‘ 200

DA

ÕÚÈå²ìåê ÜÈåÒ’ðé¼å : 83

ÜÈåëôåÄð˜µåâÿåê1. ÇÈå²™é’ðÛ ÇÈæÐ²µåÒÊ·å µðëÒ µå ¼å’åÛ¸Ôðé õ.ŠÒ.„²µó. ‡¼å¾²µå ßæâÿð²ìåêÑ–Ó ÇÈåÐ×ðÆ ÇÈå½Ð’ð ×ðÐéº²ìåêÄåêÆ µåê²µåê¼åê Ôåìæ µåêÔå

ÔðëÁµåÑê, † ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð²ìåêÑ–Ó ÔåêêÁ™Ð¼åÔæ µåÁµå ƒÁ¿·µåÔæ ßå²™Á™²µåêÔå ƒÁ¿·µåÔæ ²ìåìæÔåíúÁµðé ÇÈåíú® …ÑÓÁ™²µåêÔå ƒÁ¿·µåÔæÔåêêÁ™Ð¼åÔæ µåÁµå ÇÈåÐ×ðÆ µåâÿåê …¼æÏÁ™ §âÿå µðëÒ ™ÑÓÔðÒÊêÁµåÄåêÆ ÅéÔåíú ÇÈå²™é“ÛÜÈå¼å’å”ÁµåêÂ. ÔðêéÑ–Äå ²ìåìæÔåíúÁµðé ÁµðëéÚÈå’åÒ µåêÊÒÁµåÑ–Ó ƒÁµåÄåêÆ àÒ½²µåê ™ÜÝ ÑÊ·åùÏÕ²µåêÔå ×ðÐéº²ìåê ÇÈå²™ÇÈåî¸¤ÔæÁµå Êðé²µð ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð²ìåêÄåêÆ ÇÈå µð²ìåê¼å’å”ÁµåêÂ.

2. ƒÊ·åùÏÁ¿·™¤²ìåêê ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð²ìåê ÔåÚÈå¤Äó ’ðëé µó A, B, C ƒÁ¿·µåÔæ D, ƒÄåêÆ Ôåê¼åê¾ ÄðëéÒÁµåº ÜÈåÒ•ÿðÏ²ìåêÄåêÆ OMR

‡¼å¾²µå ÇÈå½Ð’ð²ìåêÑ–Ó ƒÁµå’æ” ™ §Áµå ™ÜÈåÑæ ™²µåêÔå ÜÈåÀâÿåÁµåÑ–Ó Ê²µðÁµåê ÜÈåÒ’ðé¼å (ŠÄó ’ðëé µó) µðëâ–ÜÈåÊðé’åê. ßæ µåëÅ˜µåÁ™¼å ÜÈåÀâÿåÁµåÑ–Ó ¼æÔåíú Ôåê¼åê¾ ÜÈåÒÕé’åÛ’å²µåê ÜÈåà Ôåìæ´™²µåêÔåíúÁµåÄåêÆ •¡¼å ÇÈå´™ÜÝ’ðëâÿåäÊðé’åê. õ.ŠÒ.„²µó.ßæâÿð²ìåêÑ–Ó ½â–ÜÝ²µåêÔå ²ìåìæÔåíúÁµðé Ôåìæà½²ìåêÄåêÆ Ê·å½¤ Ôåìæ µåêÔåíúÁµåê/ŠÄó ’ðëé µó Ôåìæ µåêÔåíúÁµåê ƒÊ·åùÏÁ¿·™¤ µåâÿå¦ÔæÊæÂ²™²ìåìæ ™²µåê¼å¾Áµð. §ÒÁµåê Ôðéâÿð Ê·å½¤ Ôåìæ µåÁ™ÁµåÂÑ–Ó/¼åÇÝÉÁµåÂÑ–Ó ƒÒ¼åßå õ.ŠÒ.„²µó. ‡¼å¾²µå ßæâÿð²ìåêÄåêÆ½²µåÜÈå”²™ÜÈåÑæ µåêÔåíúÁµåê.

3. ÇÈå’å”ÁµåÑ–Ó §Áµå ™ÜÝ²µåêÔå ôò’åÁµåÑðÓé ÅÔåêÍ ÄðëéÒÁµåº ÜÈåÒ•ÿðÏ²ìåêÄåêÆÄåÔåêëÁ™ÜÈåÊðé’åê. ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð²ìåêÑ–Ó Êðé²µð ‹ÄåÄåëÆ Ê²µð²ìåêÊæ²µåÁµåê.

4. † ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð 100 ÇÈåÐ×ðÆ µåâÿåÄåêÆ §âÿå µðëÒ ™²µåê¼å¾Áµð. ÇÈåÐ½²ìðëÒÁµåê ÇÈåÐ×ðÆ²ìåêê 4 ‡¼å¾²µå µåâÿåÄåêÆ §âÿå µðëÒ ™²µåê¼å¾Áµð.ÅéÔåíú ‡¼å¾²µå ÇÈå½Ð’ð²ìåêÑ–Ó µåê²µåê¼åê Ôåìæ µåÊðé’ðÒÁ™ÅÜÈåêÔå ‡¼å¾²µåÔåÄåêÆ „²ìðê” Ôåìæ ™’ðëâ–ä. §ÒÁµåê Ôðéâÿð ƒÑ–Ó §ÒÁµå“”Ò¼åßðôåê¢ ÜÈå²™²ìåìæÁµå ‡¼å¾²µå µåâ–Ôð²ìðêÒÁµåê ÅéÔåíú Ê·æÕÜÝÁµå²µð ƒ¼åêÏ¼å¾ÔåêÔðÅÜÈåêÔå ‡¼å¾²µå’ð” µåê²µåê¼åê Ôåìæ ™. ‹Äðé „Áµå²µåëÇÈåÐ½ ÇÈåÐ×ðÆ µð ÅéÔåíú ’ðéÔåÑ §ÒÁµåê ‡¼å¾²µåÔåÄåêÆ Ôåìæ¼åÐ „²ìðê” Ôåìæ µåÊðé’åê.

5. ŠÑæÓ ‡¼å¾²µå µåâÿåÄåêÆ ÅÔåê µð §Áµå ™ÜÈåÑæ ™²µåêÔå ÇÈåÐ¼ðÏé’å ‡¼å¾²µå ÇÈå½Ð’ð²ìåêÑ–ÓÓ (OMR Sheet) ’ðéÔåÑ ’åÇÈåíþÉ ƒÁ¿·µåÔæ ÅéÑ–×æÎê²ìåê ÊæÑóÇÈæÎêÒ¯ó ÇÈðÅÆÄåÑ–Ó Ôåìæ¼åÐ µåê²µåê¼åê Ôåìæ µåÊðé’åê. ‡¼å¾²µå ÇÈå½Ð’ð ßæâÿð²ìåêÑ–ÓÄå ÜÈåëôåÄð µåâÿåÄåêÆ

µåÔåêÅÜÈåêÔåíúÁµåê.6. ŠÑæÓ ÇÈåÐ×ðÆ µåâ– µð ÜÈåÔåìæÄå ƒÒ’å µåâÿåê. ŠÑæÓ ÇÈåÐ×ðÆ µåâ– µåë ‡¼å¾²™ÜÝ²™.7. ¡¼åê¾ ’ðÑÜÈå’æ”˜™ ßæâÿð˜µåâÿåÄåêÆ ÇÈåÐ×ðÆ ÇÈåíúÜÝ¾’ð²ìåê ’ðëÄð²ìåêÑ–Ó ÜÈðé²™ÜÈåÑæ˜™Áµð. ÇÈåÐ×ðÆÇÈåíúÜÝ¾’ð²ìåê …ÄåêÆâ–Áµå ²ìåìæÔå

Ê·æ µåÁµåÑ–Ó²ìåêë ÅéÔåíú ²ìåìæÔå ²™é½²ìåê µåê²µåê¼åÄåêÆ Ôåìæ µå¼å’å”ÁµåÂÑÓ.8. ÇÈå²™é’ðÛ²ìåê Ôåêê’æ¾²ìåêÔåÄåêÆ ÜÈåë¡ÜÈåêÔå ƒÒ½Ôåê µåÒ ð Êæ²™ÜÝÁµå ¼å’åÛ¸Ôðé ‡¼å¾²µå ÇÈå½Ð’ð²ìåê ßæâÿð²ìåêÑ–Ó …ÄæÆÔåíúÁµðé

µåê²µåê¼åêÔåìæ µåêÔåíúÁµåÄåêÆ ÅÑ–ÓÜÈåÊðé’åê. ÜÈåÒÕé’åÛ’å²µåê ÊÒÁµåê ÅÔåêÍÑ–Ó²µåêÔå ‡¼å¾²µå ÇÈå½Ð’ð²ìåê ßæâÿð²ìåêÄåêÆ ¼åÔåêÍ Ôå×å’ð”¼ð µðÁµåê’ðëÒ µåê Ñð’å”’ð” ¼ð µðÁµåê’ðëâÿåêäÔåÔå²µð µåë ÅÔåêÍ ÅÔåêÍ „ÜÈåÄåÁµåÑ–Ó²ìðêé ’åêâ–½²µå¼å’å”ÁµåêÂ.

9. ÇÈåÐ×ðÆ µåâÿåê ’åÄåÆ µå Ôåê¼åê¾ „Ò µåÓ Ê·æÚÈð²ìåêÑ–Ó²µåê¼å¾Ôð. ’åÄåÆ µå ÇÈåÐ×ðÆ µåâÿåÑ–Ó ÜÈåÒÁµðéßå ‡Ò¯æÁµå²µð, Áµå²ìåêÕ®ê± „Ò µåÓ Ê·æÚÈð²ìåêÇÈåÐ×ðÆ˜µåâÿåÄåêÆ ˜µåÔåêÅÜÈåêÔåíúÁµåê. ÇÈåÐ×ðÆ ÇÈå½Ð’ð²ìåê ÇÈåÐ×ðÆ˜µåâÿåÑ–Ó ²ìåìæÔåíúÁµðé ˜µðëÒÁµåÑ˜µåâ–ÁµåÂ²µåë „Ò˜µåÓÊ·æÚÈð²ìåê ÇÈåÐ×ðÆ˜µåâÿðéƒÒ½ÔåêÔæ ™²µåê¼å¾Ôð.

ÄðëÒÁµåº ÜÈåÒ•ÿðÏ

²ìåìæÔåíúÁµðé ²™é½²ìåê ÔðëÊðñÑó Ç·ÈðùîéÄó, ’æÏÑó ’åêÏÑðé®²µó Ôåê¼åê¾ …¼å²µð ²™é½²ìåê ŠÑð’æ±øÅ’ó/’åÔåêêÏÅ’åðéÚÈåÄóÜÈæÁ·µåÄå µåâÿåê …¼æÏÁ™ µåâÿåÄåêÆ ÇÈå²™é’æÛ ’ðéÒÁµåÐÁµå „Ôå²µå Áµðëâÿå µð ¼å²µåêÔåíúÁµåÄåêÆ ÅÚÈðéÁ·™ÜÝÁµð.

Note : English version of the instructions is printed on the front cover of this booklet.83-A

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QUESTION BOOKLET SPECIFIC PAPERkpsc.kar.nic.in/83.pdf · at the time of grinding of cement clinkers for the purpose of delaying the setting time : (1) Calcium chloride (2) Gypsum