CENTRAL
RAILWAY
Limited
Departmental Competitive Examination – Class II Service
Civil
Engineering Department on 13 – 10 – 1984
Time : 2 hrs.
Marks : 50
PAPER I - GENERAL KNOWLEDGE
NOTE :-
1. Return the question paper along with the Answer Books.
2. Answers can be given in English or Hindi.
3. All questions must be answered.
Q. 1 - What do the following
abbreviations stand for? ( 5 marks )
(a) F.S.I. (b) H.C.F. (c) M.I.S.A. (d) A.I.R.F. (e) A.D.B. (f) P.L.O. (g) I.N.T.U.C. (h) R.A.W. (i) L.C.M. (j) N.D.A.
Q. 2 – The following are the Capitals of: -
(5 marks)
(a) SEOUL (b) KOHIMA (c) ITANAGAR (d) ANKARA ( e ) THIMPU ( f ) KUALA LUMPUR ( g ) WARSAW
( h ) BEIRUT ( i ) HAWAT ( j ) OMAN
Q. 3 – Name the Authors of the following books: - ( 5 marks )
( a ) GONE WITH
THE WIND ( b ) AS YOU LIKE IT ( c ) MY EXPERIMENTS WITH
TRUTH ( d ) GODAN ( e ) GITANJLI
Q.
4 – List, which in your opinion the five most important achievements made by
human mankind in the 20 th
Century. ( 5
marks )
Q.
5 – Name the following: -
( 10 marks )
a)
Five Major ports of India .
b)
Five Major rivers of India .
c)
Five Mountain peaks of India .
d)
Five Musical instruments of India .
e)
Five important magazines of India .
Q. 6 - Write short notes on: -
( 10 marks )
a)
The Punjab
Situation.
b)
The official Languages Act.
c)
The lunar of eclipse.
d)
India ’s
policy of Non – Alignment.
Q. 7 – What do you know of the following:
- ( 10 marks )
1)
C. Rajagopalachari. 6.) CHERENKOV.
2)
Imelda Poroos. 7.) ADOLF HITLER.
3)
Jarnail Singh Bhindranwale. 8.) JENNIFER KAPOOR.
4)
Walter Mondale. 9.) P. T. USHA.
5)
N. T. Ramarao. 10.) PRESIDENT TITO.
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CENTRAL RAILWAY
Limited Departmental
Competitive Examination
Civil Engineering Department
Date : 13 – 10 – 1984
Time : 3 Hours.
PAPER – II ( i )
Marks : 100
Professional Subject
NOTE : ( a ) All questions carry equal marks.
( b ) Answer any
FIVE questions.
( c ) Make suitable
assumptions regarding data where
necessary.
Q. 1 – ( a ) Draw the bending moment and shear force diagram for a beam
carrying a uniformly distributed load the supports are at a distance of L / 4
from each end L being the length of beam ?
( b ) Design a double reinforced
RCC roof slab for a room of size 16’ x 16’.
Q. 2 – ( a ) How would you decide the type of bridge and type of
foundations for a bridge to cross a nala of 500 feet width. High flood level is
25 feet above average bed level.
( b ) Show with a sketch layout of
reinforcement in RCC Box culvert.
Q.
3 – Write short notes on any four of the following: -
a)
S.F.Curve.
b)
Poison’s ratio.
c)
Pert Chart.
d)
Controlled concrete.
e)
Load test on pile.
f)
Neoperene bearings.
Q. 4
– Indicate specification for any four of the following: -
a)
Mass c.c. for bridge abutment.
b)
Flooring for heavy repair shed.
c)
Asphalting of colony roads.
d)
Mosaic tile flooring.
e)
Wearing course in road surface of a road over bridge.
Q.
5 – Indicate with sketches the method of launching 60 feet Girder spans on a
viaduct.
Q.
6 – While carrying out survey for a new railway line, how would you decide the
water ways required for a bridge.
Q.
7 – Design a water supply scheme for a station, adopting the following data –
a)
Source of water – River flow at a distance of 1 km.
b)
Requirement of water – 1 lack gallons per day.
c)
Difference in level between water level in river and level to which
water is to be pumped – 200 feet.
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CENTRAL RAILWAY – ENGINEERING DEPARTMENT
Limited Departmental Competitive Examination – Class II
PAPER III – ESTABLISHMENT RULES
Date
: 14 – 10 – 1984 Time : 1 hour. Max.
Marks : 25
Note :- 1.) Attempt any two questions.
2.) All questions carry
equal marks.
Q.
1 – If a Class IV staff slaps a clerk in your office, please give in detail the
action you will take and the DAR procedure to be followed.
Q.
2 – Write short notes on the following: -
a)
How many types of leave is there describing them briefly.
b)
Corporate Enterprise
group, its composition and its functions.
c)
List out the various allowances railway men are entitled to.
d)
Productivity Linked Bonus.
Q.
3 – ( a ) Describe briefly the term ‘Casual Labour’ and the benefits that an
employee gets when he joins as a casual labour.
( b ) What additional benefits dose he get
when he becomes monthly rated casual labour.
Q.
4 – Describe briefly the various Welfare measures available for Railway men on
the Railways.
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CENTRAL RAILWAY – ENGINEERING DEPARTMENT
Limited Departmental Competitive Examination – Class II
PAPER III – FINANCIAL RULES
Date
: 14 – 10 – 1984 Time : 1 hour.
Max. Marks : 25
Note
:- Question No. 1 is compulsory and carries 15 marks. Attempt one more of the
remaining questions each of which carry 10 marks.
Q. 1
– write short notes on any five :-
i.
MAS.
ii.
Liability register.
iii.
Imp rest Cash Accountal.
iv.
Development Fund.
v.
Allocation heads for Revenue Expenditure.
vi.
Completion Report.
vii.
Stock Sheets.
Q.
2 – Describe in detail how as an Engineer you would control expenditure on a
particular work so that you do not exceed the sanctioned amount.
Q. 3 – How is the budget for revenue demand of
Engineering Department prepared? When is it prepared and what stages are there
for its review during a financial year?
Q.
4 – what checks would you exercise as an AEN on the Stores kept with ( a ) an I.O.W. ( b ) a P.W.I.
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CENTRAL RAILWAY
Limited Departmental
Competitive Examination
Civil Engineering Department
Date : 14 – 10 – 1984
Time : 3 Hours.
PAPER – II ( ii )
Marks : 100
Professional Subject
NOTE : i )All questions
carry equal marks.
ii ) Answer
any FIVE questions.
Q.
1 – An existing fish plated track in a busy double line section is to be
converted into a 3 rail welded panel track. Describe the procedure to be
followed and the organisation required.
Q.
2 – Explain the track monitoring methods adopted on Indian railways.
Q.
3 – Describe the detail the procedure for deep screening in case of CWR track.
Q.4
– Describe the procedure and precautions to be adopted for construction of a
high railway embankment in a marshy area.
Q.
5 – Explain how a zonal contract is finalised, involving negotiation, and is
operated. How are the disputes arising out of the contract, settled?
Q.
6 – What is the schedule laid down for inspection of service structure and
buildings. Explain in detail as to how inspection of a steel high service tank
is to be carried out.
Q.
7 – write short notes on –
a)
Flash butt welding.
b)
Single tender.
c)
Security patrolling.
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CENTRAL
RAILWAY
Limited Departmental Competitive Examination – Class
II Service
Civil Engineering Department on 25 – 10 – 1986
Time : 2 hrs.
Marks : 50
GENERAL KNOWLEDGE
Q. 1 – What do the following
abbreviations stand for ? 12
( a ) DDT ( b )
HUDCO ( c ) AIDS ( d )
UNCTAD ( e ) G.N.P. ( f ) PIN
Code.
Q. 2 – Write short notes on: -
12
1. Asian Games at Seoul . 2. Forth Pay Commission. 3.
RITES.
Q. 3 – Name the following: - 12
1.
Governor of Maharashtra .
2.
Cabinet Minister for External Affairs.
3.
Capital of West
Germany .
4.
Capital of Assam .
5.
Capital of South
Korea .
6.
Land of Midnight sun .
Q. 4 – Fill in the blanks :- 14
Inventor /
Discovery.
Inventor / Discovery.
1. Radium
...............................
2. Printing for the blind.
..............................
3. Television.
..............................
4. Fountain Pen.
..............................
5. .................................. A. Einstein.
6. .................................. W. K. Rontgen.
7. .................................. Galileo.
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CENTRAL RAILWAY
Limited Departmental
Competitive Examination
Civil Engineering Department
Date : 25 – 10 – 1986 ( A. N. )
Time : 3 Hours.
PAPER – II ( i )
Marks : 100
NOTE : All questions carry equal marks.
Answer any FIVE
questions.
Make suitable
assumptions regarding data where
necessary.
Q. 1 – ( a ) If the degree of curve is defined by the angle at the
center subtended by an arc (or chord) 20 meters, find the length of the chord
in meters so that the versine measured in cms is equal to the degree of curve.
( b ) What is an
ideal transition curve and by what name it is generally called. A transition
curve is required for a circular curve of 200-meter f
radius, the gauge being 1.5 m. and max super elevation restricted to 15 cm. The
transition restricted to 15 cm. The transition is to be designed for a velocity
such that no lateral pressure is imposed on the rails and the rate of gain of
radial acceleration is 30 cm / sec3 . Calculate the required length
of transition.
Q. 2 – ( a ) Two concentrated loads of 100 & 200 KN advance along a
girder of 20 m. span, the distance between the loads being 8 m. Find the
position of the section which has to support the greatest bending moment and
calculate the value of this bending moment.
Length of the pile = 15 m.
Weight of concrete = 2.4 t / m3
Weight of falling
hammer = 5 tonnes.
Weight of free fall = 1 m.
Average penitration under
last ten blows. = 5 mm
Efficiency of hammer = 100 %
Co-efficient of restitution = 0.5
Total elaste
compression
= 30 mm
Use Hiley formula.
Q. 5 – ( a ) Describe
Bernoulli’s ‘ theorem for liquids. Illustrate with equation. How this is applied
for the construction of venturimeter.
50 liters per sec of
water flow in a horizontal pipeline which is 200m long and the centerline of
which is 3 m above the datum line. The pipe tapers from 30 cm diameter to 20 cm
dia. If the pressure at the larger end of the pipe is 1kg / Cm2. Calculate the pressure on
the other end. Neglect losses.
( b ) A bridge is to
be constructed over a stream having a catchment area = 20 miles2
partly in plains and partly in hills. Portion in hills has a length of 1.7
miles and fall of 880 ft. and that in plains has a length of 5.7 miles and a
fall of 244 ft. Calculate the flood discharge if co elf of discharge is 80 %
and area factor 95 5 and value of constant for calculating time of
concentration = 14 for hills and 6 for plains. One hr rain fall intensity may
be assumed as 2.5’’.
Q.
6 – A new railway Colony is going to have a population of 60,000. suggest the
arrangements of water supply and sewage disposal. There is a river having
perennial flow, which can be used, as source of water supply and also for
disposal of treated sewage. Draw a neat diagram.
Q.
7 – Write short notes on any five: -
a)
Triangulation
b)
Proof stresses and working stresses.
c)
Bricks.
d)
Well foundation.
e)
Unit Hydrograph.
f)
Activated sludge process.
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CENTRAL RAILWAY
Limited Departmental
Competitive Examination
Civil Engineering Department
Date : 26 – 10 – 1986
Time : 3 Hours.
PAPER – II ( ii)
Marks : 100
NOTE : i ) All questions carry
equal marks.
ii ) Answer any
FIVE questions.
iii ) Wherever required the
written material should be supplemented by neat explanatory sketches.
Q.
1 – Explain in details the various operations involved in Through Packing –
conventional Maintenance by beater Packing.
Q. 2 – Specify all the restrictions on laying of Long Welded Rails on
B.G. Track in regard to Alignment, Gradient, Formation, Track- Structure,
Bridges, Level Crossings, yards, etc
Q. 3
– A curve is to be laid for a B. G. track with following limitations - ( a ) Radius: 875 m ( b ) Actual Cant : 75
mm ( c ) Cant Deficiency : 75 mm ( d ) Deflection Angle : 200
Determine for the above
curve - ( i ) Maximum Permissible Speed. ( ii ) Desirable Length of Transition
Curve. ( iii ) Chain ages and Deflection Angles or Tangential Offsets for
laying out half of the curve ( with transition ) with normal chord length = 10
m.
Q. 4 - Describe in details the Central Railway Specification for
carrying out earth work in Railway Embankment in good soil for heights
exceeding 6 meters.
Q. 5 – Describe the various elements of Bridge Inspection specified in
the Indian Railways Way and works Manual.
Q. 6 – Describe with sketches one of the procedures that can be adopted
for girder erection of 3 x 30 m span triangulated steel girders on tall piers
on a new line.
OR
Describe with sketches
one of the procedures that can be adopted for replacement under traffic
existing 3 x 30 m span triangulated steel girders with new deeper girders.
Q. 7 – A crossover is to be laid between two parallel B. G. tracks at
4.725 m centers by using 52 kg, 1 in 8½ and 1 in 12 turnouts. For this layout,
i.
Determine the main geometrical parameters for setting out the layout.
ii.
Draw a neat single line dimensioned sketch (not to scale) showing the
locations of the salient points of the layout.
Q. 8 – Design an RCC lintel across an opening of 3 m clear span in
brick wall 35 cms. Thick, 6 m high above the lintel level. Assume reasonable
values for permissible stresses in concrete and steel.
Draw neat sketches
(not to scale) showing the construction details of the above lintel adequate
for field execution.
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CENTRAL RAILWAY – ENGINEERING DEPARTMENT
Limited Departmental Competitive Examination – Class II
PAPER III – ESTABLISHMENT RULES
Date
: 26 – 10 – 1986
Time : 1 hour. Max.
Marks : 25
Q.
1 – Write salient features of family pension scheme. ( 8 )
Q.
2 – What are the power of Sr. Supervisors under D & A Rules? (8)
OR
What are the penalties
that can be imposed on a Railway servant under DAR?
Q. 3 – Write short notes on: - (9)
( a ) Casual labour ( b ) Suspension ( c ) Productivity linked bonus.
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CENTRAL RAILWAY – ENGINEERING DEPARTMENT
Limited Departmental Competitive Examination – Class II
PAPER III – FINANCIAL RULES
Date
: 26 – 10 – 1986
Time : 1 hour. Max.
Marks : 25
Q.
1 - Write short notes on Any Three: - (15)
( a ) MAS Account ( b ) Unsanctioned Expenditure. ( c ) Accounts Inspection Reports.
( d ) Allocation Registers. ( e ) Charge off Stores.
Q.2 –
What is the grant that mainly affects the working expenses of Open Line
Railway? How and when is the budget for this grant
prepared and revised? (10)
OR
Why is there always
excess over expenditure while carrying out works? What are the main causes of
such excess and what are suggestions to see that such excesses do not recur in
future?
(10)
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