CENTRAL RAILWAY
L.G.S.
EXAMINATION – CIVIL ENGINEERING
Date
: 19.01.2008
( Maximum Marks 150 ) Time : 3 hours
Instructions
:
i. Candidates have
option to answer either in Hindi or in English. In case of any mistake of
ambiguity in Hindi version. The English version will prevail.
ii. Candidates should
write their Roll Number, in words & numbers, only on fly leaf and should
not write his name / roll number any where else in answer sheet.
iii. This paper contains 3
parts. Attempt all parts.
iv. The blank spaces
between the answers and blank pages at the end should be crossed by the
candidates before depositing the answer scripts.
PART
‘A’
Marks
Q.1.- Write short notes on
any Five of the following - 5 x 5 = 25
marks.
i. Part I & Part II
Audit Reports.
ii. Stock Sheet.
iii. Final Bill.
iv. Non scheduled items.
v. Briefing Notes.
vi. Write Off.
vii.
Variation
statements in Contracts.
PART’B’
Q.2.- Write short notes on
any Five of the following - 5 x 5 = 25
marks.
i. Manor Penalties under
D & AR.
ii. Conduct Rules.
iii. Suspension.
iv. Productivity linked
bonus.
v. Permanent Negotiating
Machinery.
vi. Final Settlement on
superannuation.
vii.
Service
Record.
PART’C’
Q.3.- Write short notes on
any Ten of the following - 10 x 10 = 100
marks.
i. Importance of Water
Cement ratio in concrete.
ii. Various types of
small track machines.
iii. Definition of Distressed Bridge
iv. Different type of
patrollings on track.
v. Official Language
Implementation Committee.
vi. Bridge Bearings.
vii.
Pre
tamping and Post tamping works for tamping machines.
viii.
Steps
to be taken for spreading Hindi Rajbhasha on Indian Railways.
ix. Action required to
increase earnings by Engineering department on the Railway.
x. Working in a Ballast
depot.
xi. Precaution required
to be taken for avoiding buckling of track.
xii.
Actions
to improve TGI value of track.
xiii.
Painting
of girder bridges.
xiv.
License
fee and Way leave charges for Railway land.
xv.
Minimum
essential amenities for passengers on Railway stations.
***************************************
CENTRAL RAILWAY
SUPPLEMENTARY
L.G.S. EXAMINATION – CIVIL ENGINEERING
Date
: 16.02.2008 ( Maximum Marks 150 ) Time : 3 hours
Instructions
:
i. Candidates have
option to answer either in Hindi or in English. In case of any mistake of
ambiguity in Hindi version. The English version will prevail.
ii. Candidates should
write their Roll Number, in words & numbers, only on fly leaf and should
not write his name / roll number any where else in answer sheet.
iii. This paper contains 3
parts. Attempt all parts.
iv. The blank spaces
between the answers and blank pages at the end should be crossed by the
candidates before depositing the answer scripts.
PART
‘A’
Marks
Q.1.- Distinguish between
any Five of the following : 5 x 5 = 25 marks.
i. Earnest money and
Security Deposit.
ii. Final Modification
and Material Modification.
iii. General Conditions of
Contract and Special Conditions of Contract.
iv. Abstract Estimate and
Detailed Estimate.
v. Part I & Part II
Audit Reports.
vi. Special limited
tender and Open tender.
vii.
Preliminary
Works Programme and Pink Book.
PART’B’
Q.2.- Write short notes on
any Five of the following - 5 x 5 = 25
marks.
i. Procedure for creation
of additional posts for additional assets.
ii. Procedure to be adopted for change of classification of
staff from one category to other under HOER Rules.
iii. Distinguish between
dismissal and removal from service.
iv. Workmen Compensation
Act.
v. Hours of Employment
Regulation.
vi. DCRG to a Railway
Servant on superannuation.
vii.
Major
Penalties under D & AR.
PART’C’
Q.3.- Write short notes on
any Ten of the following - 10 x 10 = 100
marks.
i. Design mode operation
of Track Machines.
ii. Procedure of
converting SWR into LWR.
iii. Difference between
Catch Siding and Slip Siding.
iv. Difference between
Temporary Speed restriction and permanent speed restriction.
v. Difference between
hot weather patrolling and cold weather patrolling.
vi. Various types of
protective works to control damage to Bridge approaches by meandering rivers
during high floods.
vii.
Criteria
for manning of Level crossing and procedure to be followed for de manning of
level crossings.
viii.
Precautions
and actions to be taken for safe running of trains in case of rail / weld
fractures.
ix. Precautions and
actions to be taken for safe running trains before and during monsoon at
vulnerable locations.
x. Basic features of a
CSM and Unimate machines.
xi. Different methods of
disinfection of water. What is meant by residual chlorine.
xii.
Difference
between cant deficiency and cant excess.
xiii.
Specifications
of machine crushed ballast and are precautions to be taken while measurement
& passing of ballast.
xiv.
Section
3 ( 3 ) of Official Language Act 1963.
xv.
Various
incentive schemes for encouraging the use of official Language in offices.
**********************************
West
Central Railway
LGS
Examination – Civil Engineering
2008
Maximum
marks : 150 Time : 3 hours.
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Perusal.
ii.
Sanction.
iii.
Ex-parte.
iv.
Estimate.
v.
Supplementary.
vi.
Affidavit.
vii.
Temporary.
viii.
Responsibility.
ix.
Recognized.
x.
Explanation.
xi.
Privilege.
xii.
Noting.
xiii.
Casual.
xiv. Compassionate grounds.
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Part – II ( Technical Part )
Maximum
Marks – 90
Attempt
any 6 questions out of the given 9. All questions carry equal marks.
Question
1 and 2 are multiple choice questions. Write down the question number and the
correct alternative i.e. a,b,c,d in front of the question number. For instance
if the correct alternative of question no 1.2 is be then write down the answer
as – 1.2 ( b )
Question No. 1 –
1.1 -Overhauling of track should
normally be completed in –
( a ) Two years. ( b ) Ten years. ( c ) Six years. ( d )
Normally over a period of 3 to 5 years.
1.2. -Manual deep Screening of track on IR under a speed restriction of –
( a ) Stop Dead and 10 kmph. ( b ) 15 kmph. ( c ) 20 kmph ( d ) 30 kmph.
1.3. –As per IRPWM the speed of a deep screening site with machine packing
can be relaxed to normal in a minimum of – ( a ) 10 days. ( b ) 21 days. ( c ) 14 days. ( d ) 7 days.
1.4. – A CWR is a LWR which –
( a )
requires to be distressed in parts. ( b
) passes through station yards including points and crossings. ( c ) Requires special precautions for
maintenance. ( d ) None of the above.
1.5. – If the maximum rail temperature at a station is 600 C and
minimum temperature is – 50 C it will fall in – ( a ) Zone I ( b ) Zone II
( c ) Zone III ( d ) Zone IV
1.6. – If
an LWR is to be laid over a girder bridge the type of rail sleeper fastenings
to be used are – ( a ) creep resistant fastenings. ( b ) rail free fastenings. ( c ) elastic fastenings. ( d ) Rigid fastenings.
1.7.- If a turn out takes off from the inside of a mainline curve, the
cant which can be provided on the mainline will be governed by considerations
of – ( a ) cant excess. ( b ) cant deficiency. ( c )
equilibrium cant. ( d ) None of the above.
1.8. – The Assistant Engineer’s inspection of points and crossings in a
year is – ( a ) 50% of all points and crossings in his jurisdiction. ( b ) 100% of all points and crossings in
his jurisdiction.
( c )
100% of all points and crossings on running lines and 25% of all points on
other lines. ( d ) 100% of all
points and crossings on running lines and 10% of all points on other lines.
1.9. The service life in terms of total GMT of traffic carried for
considering through rail renewal on the bridge proper and in the bridge
approaches for 60 kg 90 UTS rails is –
( a ) 800
GMT ( b ) 550 GMT ( c ) 350 GMT ( d ) 400 GMT.
1.10. –
Maximum value of cant deficiency permitted on A
& B routes is –
( a ) 100
mm ( b ) 75 mm. ( c ) 50 mm. ( d ) 125 mm.
Question No. 2. –
2.1. – As per
bridge manual the maintenance of a 24.4 m. span steel girder will be done by –
( a )
Assistant Engineer of the section. (
b ) IOW of the section. ( c ) PWI
of the section. ( d ) AEN / XEN Bridge
2.2. – Hollows in masonry piers and abutments should be filled up by – ( a ) Epoxy grouting. ( b ) Gunniting. ( c ) Shotcreting. ( d ) Cement pressure grouting.
2.3. –
The elcometer is a device used to measure – ( a ) Dry film thickness of
paint. ( b ) Cover below
reinforcement. ( c ) Moisture content in
sand. ( d ) Setting time of concrete.
2.4. – While
constructing approaches for ROBs in built up area land acquisition can be
reduced by using – ( a ) Geotextiles. (
b ) Soil anchoring. ( c ) Reinforced
earth. ( d ) Soil stabilization.
2.5. – Normal reinforcement can not be used in Prestressed concrete
structures because – ( a ) It is highly corrosion prone. ( b ) The losses will neutralize
the stress induced in it. ( c ) It
dose not have adequate ductility. ( d
) It dose not have adequate fatigue strength.
2.6. –
Piles generally used for bridge construction on IR are – ( a ) Pre cast concrete piles. ( b ) Timber piles. ( c ) Cast in situ bored concrete piles. ( d ) steel pile.
2.7.- Bentonite is a material used – ( a ) To improve the slump
of concrete. ( b ) To prevent caving in of the bore
hole walls. ( c ) To
increase the strength of concrete. ( d
) None of these.
2.8. – Which is no a component of an arch bridge - ( a ) Spandrel. ( b ) Crown. ( c ) Parapet. ( d ) Stringer.
2.9.- The most reliable method for assessing the load carrying of a pile
in a given strata is – ( a ) Static formula.
( b ) Dynamic formula. ( c ) Pile
load test. ( d ) None of the above.
2.10. –
For checking the versines of turn in and turn
out curves of a turn out the length of chord used as per IRPWM is – ( a ) 3
m. ( b ) 6 m. ( c ) 11.8 m. ( d ) 20 m.
Question No. 3 – Write down the steps involved in complete realignment of a curve.
Question No. 4 – Write salient features of MEXE and RING 1.5 programme to check
the strength of arch bridge.
Question No. 5 – Write short notes on following –
i.
Action to be taken on
detection of faulty welds or rails during USFD testing.
ii.
Hot weather patrolling.
Question No. 6 – Write short notes on any two of the following –
i.
Water proofing treatment
on roofs.
ii.
Quality checks for
ensuring quality of ballast.
iii.
Compaction testing of
soils.
Question No. 7 – What are the precautions to be observed when working with tie
tamping machines before tamping, during tamping and after tamping operations.
Question No. 8 – Write down the steps involved in distressing of LWRs using tensor.
Question No. 9 – What are the tests to be conducted to ensure good quality concrete
while concreting a Prestressed concrete girder.
Part – III ( Finance and Establishment )
Maximum
marks – 45
Answer any 3 questions out of 5.
All question carry equal marks.
Question
1 is a multiple choice questions. Write down the question number and the
correct alternative i.e. a,b,c or d in front of the question number. For instance
if the correct alternative of question no 1.2 is be then write down the answer
as – 1.2 ( b )
Question No. 1 –
1.1 Demand No. 4 of the railway budget pertains to –
( a ) Repairs and maintenance of motive
power.
( b ) Operating expenses rolling stock
and equipment.
( c ) Assets – Acquisition, Construction
and Replacement.
( d ) Repairs and maintenance of
permanent way.
1.2. Use of
railway land for keeping cattle, throwing refuse etc unauthorized way leave
facilities constitutes – ( a ) Hard
encroachments.
( b ) Soft encroachment.
( c ) Do not
form an encroachment at all.
( d ) None of these.
1.3. RTI act
was promulgated in – ( a ) 1996 ( b )
2000 ( c ) 2005 ( d ) 1990
1.4. Recruitment
of group D staff will hence forth be done by – ( a ) Railway Board. ( b ) Railway Recruitment Board.
( c ) PWI in case
of engineering department. ( d )
Recruitment cell under DyCPO ( recruitment )
1.5. Class I
officers joining the Indian railway Service of Electrical Engineers under go
Centralized training at - ( a ) Nasik
1.6. Direct Recruitment to Group C for Kota division is done by railway recruitment board located
at - ( a ) Kota ( b ) Ajmer ( c ) Bhopal ( d ) Jabalpur
1.7. The
earnest money for a tender costing 50 lacks will be – ( a ) 2 Lacks. ( b ) 1 Lack. ( c ) 3 Lacks. ( d ) 1.5 Lacks.
1.8. Group A
and B officers of IR are entitled to –
(
a ) 6 sets of privilege passes and 4 sets of PTOs.
(
b ) 6 sets of privilege passes and 3 sets of PTOs.
(
c ) 6 sets of privilege passes and 6 sets of PTOs.
(
d ) 3 sets of privilege passes and 3 sets of PTOs.
1.9. An
employee can avail of leave encashment to the extent of amount of LAP to his
credit subject to a maximum of - ( a )
210 days. ( b ) 300 days. ( c ) 240 days. ( d ) none of the these.
1.10. SRSF has been
set up to – ( a ) Improve
passenger amenities at stations.
( b ) Improve staff amenities in colonies. ( c ) Improvement of railway running
rooms. ( d ) To wipe out arrears
of replacement of safety related assets on IR.
Question No. 2 – Write
short notes on any two of the following –
i. Digitisation of land plans.
ii. Jatropha plantation.
iii. Earnings from land resources.
Question No. 3 – Write
short notes on any two of the following –
iv. Touch and feel works.
v. Provision for extension of completion period of a contract under
GCC.
vi. Open, limited and single tender.
Question
No. 4 – What are the different plan heads
under demand No. 16 of the budget relevant to the engineering department.
Question
No. 5 – List
the various types of major penalties and write down the steps to be followed
for imposing a major penalty.
*****************************
Southern
Railway
LGS
Examination – Civil Engineering
Supplementary
Examination
Date
: 20.07.2008
( Maximum Marks 150 ) Time : 3 hours
Notes
:
i. Answer all three
parts A, B, and C
ii. Indicate Part reference
and Question reference in your answers.
iii. Write legibly and
sketch neatly.
PART ‘A’ : Answer any
Ten questions
10 x 2 = 20 marks
- Define equilibrium super elevation.
- Define distressed bridge.
- Define accommodation works.
- Define Fineness modulus.
- Define Plasticity index.
- Define symmetrical split.
- Define track modulus.
- Explain in short Q50 and Q100.
- Explain in short special disability leave.
- Prescribed language for communication between Kerala Government and
Southern Railway under Official Language Policy.
- Explain in short Urgency Certificate.
- Explain in short Controlled Concrete.
PART ‘B’ : Answer any
Ten questions
10 x 3 = 30 marks
- Why
extra clearance are required in curves.
- Classification
of rail defects – List out and explain in sort.
- Coning
of wheals – why provided.
- Engineering
Indicators at unmanned level crossings – List out the provisions.
- Index
Plan and Index section - Explain in short.
- Metallising
of bridge girders – basic concepts.
- Check
rails and guard rails - basic concepts on provisions.
- Distinguish
between Substitute and Casual Labour in railway Service.
- PNM -
basic concepts
- Functions
of TOLIC under Official Language Implementation.
- Eligibility
criteria in works tenders – how specified.
- No
claim and no due certificates - basic concepts.
PART ‘C’ : Answer any
Ten questions
10 x 10 = 100 marks
- Explain in detail the modus operandi with sketch for rebuilding of
single span masonry arch bridge with single span girder bridge.
- Explain in detail with sketches the regirdering of multi span deck
type girders of bridge by gantry method.
- Explain the procedure for realignment of curve.
- What are the advantages and disadvantages of concrete sleepers.
- Explain in detail with sketches the track protection at work site
for works of short duration and long duration.
- List out the different types of water treatment and explain any one
method in detail with sketch.
- What are the Employer’s liabilities for compensation under Workmen’s
compensation Act.
- List out the various surveys conducted for construction Projects and
explain in detail any two types of
surveys.
- Explain
the procedure for processing variations and vitiation in works contracts.
- What are the prescribed languages for communication between Central
and State Governments under Official Language Policy. What are the Policy
instructions on notings in Central Government Offices.
- Draw a quantity schedule and work out rate analysis for CTR work of
replacing 90 R rail CST9 sleeper
track with 52 kg rail concrete sleeper track. Make your own
reasonable assumptions.
- List out the different types of platform surfacing adopted in
Southern Railway and explain in detail construction procedure with
specifications for any two types.
*********************************************
Southern
Railway
LGS
Examination – Civil Engineering
Date
: 10.01.2010
( Maximum Marks 150 ) Time : 3 hours
Notes
:
i. Answer all three
parts A, B, and C
ii. Indicate Part
reference and Question reference in your answersCorrectly.
iii. Write legibly and
sketch neatly.
PART ‘A’ : Answer all
questions 10 x 2 = 20 marks
1.
Minimum Formation width of BG bank is ………………….
2.
R in 90 R track refers to
…………………………………….
3.
M in M+7 track refers to
…………………………………….
4.
CC in CC+8+2 route refers to
………………………………
5.
P in SPT of soil refers to
…………………………………….
6.
Q in Qf flood refers
to …………………………………….
7.
D in DS8 stores refers to
…………………………………….
8.
PU 32 expenditure refers to
…………………………………
9.
Minimum permitted guard rail clearance in bridge is
……………………….
10.
Minimum permitted check rail clearance on curve is ……………………….
PART ‘B’ : Answer in
short any Six questions 6
x 5 = 30 marks
- State the basic purpose of providing check rail and list the
locations whom check rails are provided.
- Explain the purpose of provision of sand hump important
constituents.
- Explain the provision of eligibility criteria in works tenders.
- Define residual chlorine and explain how it is tested.
- State the advantages of metallising of girders and where it is
preferred.
- What are accommodation works . List the typical works.
- List the surveys under taken for the Railway projects.
- Write short notes on Permanent Negotiating Machinery ( PNM )
PART ‘C’ : Answer any
Five questions
5 x 20 = 100 marks
Sketch neatly typical well foundation for bridge and
explain in detail how it is constructed.
Explain how works are tendered and awarded in
Engineering department.
Explain various steps taken by southern Railway in
implementing Official Language Policy.
What privileges are you entitled under Pass Rules.
Explain in detail the procedure for removal of
encroachments on Railway land.
CENTRAL RAILWAY
L.G.S. EXAMINATION – CIVIL ENGINEERING
Date
: 23.04.2011
( Maximum Marks 150 ) Time : 3 hours
Instructions
:
1.
Candidates
have option to answer either in Hindi or in English. In case of any mistake of
ambiguity in Hindi version. The English version will prevail.
2.
Candidates
should not write their name, Roll Number, initials, designation, signature,
address or any other identification mark any where on the answer paper. As this
will disqualify them for the selection. They should not draw any symbol sign or
write any such thing as SHRI GANESHAYA NAMAHA, HARI OM, OM ,
SHRI SWAMI SAMARTH etc, on their answer papers. They should not use different
coloured pens other than blue or black pens for writing the examination.
3.
This
paper contains Three parts, viz. A, B &c. The instructions for each section
are indicated at the beginning of the section. Attempt all parts.
4.
The
blank spaces between the answers and blank pages at the end should be crossed
by the candidates before depositing the answer scripts.
5.
Answer
should be brief & to the point.
PART
‘A’
Attempt any six
questions of the ten listed below. All questions carry equal four marks. One
mark kept for neatness.
( 6 x 4 = 24 marks )
1. Why is earnest money taken ?
2. When is supplementary estimate prepared?
3. What is Operating ratio?
4. What do you understand by departmental charges as defined in Para 1137 of engineering code?
5. Indicate the procedure to sanction office building costing 42 Lakhs.
6. What are the consequences to after termination of contract.
7. What do you understand by primary unit of expenditure?
8. State the difference between stock and non stock item?
9. What is the importance of Pink book in railway working.
10. What is the object of including arbitration clause in contract?
Part “ B “
Write
short notes on any six. All questions carry equal four marks. One mark
kept for neatness.
( 6 x 4 = 24 marks )
1.
Compassionate Appointment
2.
Overtime Allowance
3.
Commutation of pension
4.
Filling posts of Artisans
5.
House Building
6.
Major Penalties
7.
Vacancy Bank
8.
Voluntary Retirement
9.
Staff Benefit Fund
10. Night Duty Allowance
Part
‘C’
Attempt any ten
questions. All
questions carry equal ten marks.
- Draw
a hand sketch showing position of engineering indicators in case of multi
speed restrictions (Speed increasing in direction of train)
- What
are important points to be kept in mind to maintain switches in good
condition?
- What
precautions are to be taken during deep screening by BCM, followed by
tamping machine & DTS?
4. a) What
is the difference between insulated joint and glued insulated joint? ( 5 marks
)
b) What is the purpose of providing structure
bonds in electrified section? ( 5 marks )
5. Indicate the difference between any four- 4 X 2.5 = 10 marks.
a) Relaxation of speed by
manual & machine packing.
b) Nominal mix and design mix
of concrete
c) IMR & OBS defects
d) Bracings & Stiffeners (
Related to girder bridges)
e) Switch Expansion joint &
Buffer rails
f) Interlocked & non
interlocked gates.
6. Indicate in brief essential components of a water treatment plant to
treat water from a river source. Purpose of each should also be given. (No
sketches needed)
7. हिंदी का कार्यसाधक ज्ञान प्राप्त
करने की क्या शर्तें हैं?
8. Indicate scheme &
precautions for executing work of constructing new foot over bridge in
electrified section. ( no sketches needed)
9. Indicate procedure
& measures for obtaining best results from design mode tamping.
10. As an ADEN
11. List out various members of a through type steel
bridge. Explain working & maintenance of Rocker & Roller bearing. ( 6 + 4 = 10 marks )
12. State in brief
various quality control measures for executing earth work ( including
blanketing layer )
13. Explain the
precaution & procedure for replacing an old 1 : 12 turnout by new concrete
sleeper layout using T – 28 Machine. ( In a busy electrified section ).
14.Explain the technical
aspects of any two of the following.
( a ) Transition curve and Cant Gradient.
( b ) Painting specification for steel
bridges.
( c ) Abrasion Value & Impact Value of
ballast sample.
( d ) Use of Rail tensors.
15. Indicate the various
stages involved in acquiring land for a new line project.
*****************************************
West Central Railway
Engineering Department
Selection for the post of ADENs Group – ‘B’ ( 70% LGS quota )
Time : 3 hours 31 – 03 -
2012
Maximum marks : 150
Important Instructions :
- Attempt any 5questios from section – ‘A’ and any 3 questions from
section –‘B’. Section – ‘C’ is compulsory.
- Marks allotted to questions have been indicated against each.
- In case of any discrepancy between English and Hindi versions,
contents of English version to be treated as correct.
- No correction / alteration is allowed in answering Question no. 7. In
case any correction / alteration is made then the answer will not be
evaluated.
Section – ‘A’
1. ( a ) An emergency crossover has to be laid between two
parallel running tracks on a 20 curve with track center of 5.10 meters at one
end of a station. Draw a suitable sketch and indicate the type of turnouts
which should be used. Also describe the procedure of laying the crossover so
that there should not be any kink between back of crossing of the two
turnouts.
( 15 )
( b ) In a running track how will you lay SEJ at the end of a station yard from
where LWR has to start? (
5 )
2. ( a ) Describe the procedure and precautions to be taken for
attending to rail fractures / weld failures in LWR in terms of PCE’s circular
no. 04 / 2011 – 12.
( 8 )
( b ) What is importance of distressing of LWR? When distressing of LWR is
necessary? Describe the procedure of distressing of LWR on PSC sleeper track
with out use of rail tensor in terms of PCE’s circular no. 03 / 2011 – 12. ( 12 )
3. ( a ) At deep screening site on a single line track, the
following speed restrictions have to be observed:-
( 15 )
If there be permanent
speed restriction of 30 kmph due to a bridge as shown above, indicate the
locations of various Engg. Indicators.
( b ) What do you mean by ‘Liner
biting’? What action you will initiate to control it? ( 5 )
4. ( a ) Describe the procedure
for lining and levelling of track in a design mode of tamping using CSM or
Duomatic machine.
( 12 )
( b ) Describe the prescribed maintenance schedule for
any five track machines for their reliable and efficient service.
( 8 )
5. Described
the procedure to be adopted along with a Typical sketch for replacement of an
arch bridge of span 1 x 3.60 m by PSC slab bridge on a double line section. The
following data to be taken into account :-
( 20 )
( a ) LWR tracks exist above
the bridge.
( b )
The bridge is located on a very busy route, where traffic block of more than 3
hrs cannot be permitted in any line at a time.
( c ) Formation level to bed level of this
bridge is 4.50 m.
( d ) The existing abutments below
springing of arch are sound and have to be retained.
6. ( a ) A 3 storeyed quarter
has to be constructed on an area having black cotton soil up to a depth of 3.00
m. Suggest most suitable foundation and explain the method of construction of
the quarter up to plinth level. ( 10 )
( b ) Draw a typical cross section of a RCC staircase (
showing arrangements of main & distribution reinforcement ) to be
constructed in an area of 3.0 m x 2.5 m for a 2 storied quarter having distance
between floor levels of ground floor and first floor as 3.0 m.
(
10 )
7. ( a ) What precaution will
you observe in using a leveling instrument having collimation error? and
why?
( 4 )
( b ) The following readings were recorded with a
leveling instrument. Calculate the RL of BM and plinth of building, if RL of
base of tower be 431.875 m. ( 12 )
Station
|
BS
|
IS
|
FS
|
Remark
|
1
|
2.230
|
BM
|
||
2
|
1.605
|
|||
3
|
2.090
|
0.990
|
Plinth of Building
|
|
4
|
2.865
|
|||
5
|
0.605
|
1.265
|
||
6
|
1.045
|
1.960
|
||
7
|
2.685
|
Base of Tower
|
( c ) What do you mean by self cleansing
velocity of a sewer? How is it important during laying and maintenance of
sewers?
( 4 )
Section – ‘B’
8. ( a ) A
night chowkidar was found sleeping on duty and resulted into theft of railway
material worth Rs. 10.25 lacks. What action will you initiate against him.
Describe the procedure you will follow till final action is cover.
( 10 )
( b ) Write short notes on
Workmen’s Compensation Act. ( 5 )
9. ( a ) What
are different types of leave applicable to a railway servant? ( 8 )
( b ) List out the ‘’Demands
for Grants’’ primarily concerning to Engineering Department. ( 7 )
10. Write short notes on any
three of the following - ( 3 x 5 =15 )
- Material
modification
- Draft Para.
- Budget reviews.
- Works Programme.
11. ( + ) ®úÉVɦÉɹÉÉ Eäò |ɪÉÉäMÉ
EòÉä |ÉÉäiºÉɽþxÉ näùxÉä Eäò ʱɪÉä EòÉèxÉ EòÉèxÉ ºÉä {ÉÖ®úºEòÉ®ú ªÉÉäVÉxÉÉBÄ
¤ÉxÉɪÉÒ MɪÉÒ ½éþ * ( 5 )
( ¤É )
ªÉ½þ EèòºÉä VÉÉxÉÉ VÉÉiÉÉ ½èþ ÊEò ÊEòºÉÒ Eò¨ÉÇSÉÉ®úÒ EòÉä ʽþxnùÒ EòÉ
´ªÉ´É½þÉÊ®úEò / EòɪÉÇ ºÉÉvÉEò YÉÉxÉ ½èþ *
( 5 )
( ºÉ )
EäòxpùÒªÉ ¶ÉɺÉEòÒªÉ EòɪÉÉDZɪÉÉå ºÉä +, ¤É B´ÉÆ ºÉ IÉäjÉ ¨Éå {ÉjÉ ´ªÉ´É½þÉ®ú
Eäò CªÉÉ CªÉÉ ÊxÉªÉ¨É ½éþ * ( 5 )
Section ‘C’
12. Fill in the blanks with suitable word / words
:- ( 5 )
( a ) Fine of loss of second class cheque
pass is Rs………….
( b ) Under ‘Hours of Employment
Regulation’ a railway staff working as office clerk is categorized as
……………………..
( d ) Such class of expenditure for which
the President is according sanction is called………………
( e ) A register maintained for the purpose
of bringing out un liquidated liabilities pertaining to each work on a given
date is called ……………………………..
***************************
West Central Railway
Engineering Department
Selection for the post of ADENs Group – ‘B’ ( 70% LGS quota )
Time : 3 hours 07 – 04 -
2012
Maximum marks : 150
Important Instructions :
- Attempt any 5questios from section – ‘A’ and any 3 questions from
section –‘B’. Section – ‘C’ is compulsory.
- Marks allotted to questions have been indicated against each.
- In case of any discrepancy between English and Hindi versions,
contents of English version to be treated as correct.
- No correction / alteration is allowed in answering Question no. 7. In
case any correction / alteration is made then the answer will not be
evaluated.
Section – ‘A’
1. The following versines were recorded
on a 20 m chord in a 20 curve, after renewal :
Stn. No.
|
-1
|
0
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
Versines
|
0
|
-6
|
15
|
10
|
37
|
5
|
40
|
52
|
48
|
54
|
42
|
69
|
Stn. No.
|
11
|
12
|
13
|
14
|
15
|
16
|
17
|
18
|
19
|
20
|
21
|
22
|
23
|
Versines
|
57
|
57
|
70
|
45
|
51
|
42
|
21
|
38
|
34
|
4
|
0
|
6
|
0
|
Realign the said curve
by suitable method and workout the slews and final versines for each station.
2. ( a ) Indicate stipulated output per effective block hours of any five
track machines. ( 5 )
( b ) Describe inspection
schedule by track machine officials for any five track machines indicating
details of inspection to be carried out for engine, hydraulic system, pneumatic
system, functioning of safety device and maintenance of records. ( 15 )
3. ( a ) List out the criteria for renewals of 52 kg and
60 kg rails as well as PSC sleepers. ( 8 )
( b ) Describe the sequence of
operations of relaying of PSC sleeper track using PQRS. Also draw a typical
diagram of a base P. way depot for this work. ( 12 )
4. What are the important points
required to be checked in a coach and a wagon involved in a derailment?
Indicate prescribed rejection limit / permissible value for various items. ( 20
)
5. ( a ) Describe the procedure to be adopted along with a
typical sketch for replacement of bed block of third pier of 6 x 45.72 m span
through girder bridge on a river having water depth up to 1.5 m in central 2
spans. Assume suitable data as required.
( 15 )
( b ) Describe briefly the
procedure for testing of rivets of the said 6 x 45.72 m span through girder
bridge. (
5 )
6. ( a ) Draw bending moment and shear force diagram for a
beam having live loads as indicated below. Assume dead load of the beam as 0.25
t / m. Also show the typical arrangement of main and distribution
reinforcements for this beam. (
15 )
( b ) Briefly describe water
cement ratio in concrete and its effect on properties of concrete.
(
5 )
7. Fill in the blanks with suitable words / word.
( 20 )
( i ) Minimum crushing strength of the bricks to be …………. Kg / cm2.
( ii ) The moisture content in a well seasoned timber is ……………….
( iii )The recommended slump for concrete of RCC slab, when vibrators are
used is about ……..
( iv ) The height of stack of cement, while cement is
being stored, should not exceed …………. Bags.
( v ) For prestressed concrete the most suitable value of
slump is …………..
( vi ) The overlap in case of mild steel bars in tension
in RCC should be …………….
( vii ) The number of cement bags required for casting
one cu.m of 1 : 2 : 4 cement concrete is …………….
( viii ) The number of cement bags required for
construction of one cu.m of Brick masonry in 1 :6 cement mortar is ……………….
( ix ) Brick before use in work must be soaked in water
for a period not less than ………….. hours.
( x ) For plastering the exposed brick walls, the cement
mortar should be of the ratio ……….
( xi ) Coarse grained soils are best compacted by a
…………………
( xii ) The minimum centre to centre distance of friction
piles of 1 m diameter should be…………
( xiii ) Standard proctor test is used to find
out……………………….
( xiv ) Demand of water for passengers on Railway station
is …………….. liters per passenger.
( xv ) Dose of alum in water supply scheme in normal
condition is …………… m.gm.per liter.
( xvi ) In a water supply network number of 15 mm dia
service pipes which can be taken off from 40 mm distribution pipe are ………………………
( xvii ) In a water supply network minimum residual
chlorine available at the farthest end should be …………………….. mg per liter.
( xviii ) The wash hand basin should be fixed at a height
of ………….meter from floor.
( xix ) For 150 mm diameter sewer the gradient required
for generating self cleansing velocity is ………………………….
( xx ) Height of counters of booking window above floor
level should be ………. Meter.
Section – ‘B’
8. ( a ) A khalasi helper is in
habit of remaining absent for 1 to 2 days in a week without prior intimation
through he was warned a no. of times. Which type of penalty you would like
impose against him? Describe the procedure for imposing the penalty. ( 7 )
( b ) A gang
man was run over by a good train while he was patrolling the track during night
and died. What action you will initiate till the case will be considered as
closed? ( 8 )
9. ( a ) An employee under you
is having 2 days casual leave, 3 days LAP and 7 days LHAP in his credit and he
applies for 15 days leave due to unavoidable reason. Which type of leave you
will recommended for sanction in his favour. ( 6 )
( b ) Give one example each for the following ’’demands for Grants’’ :
( i
) Demand no. 3
( ii ) Demand no. 4 ( iii )
Demand no. 11
10. ( a ) Give 2 examples of
Material modifications.
( b ) What are differences between ‘’August Review’’ and Revised Estimate.
( c ) Give one example each of works chargeable to Plan Head 16, 29, 31, 52 and
64 under Demand no. 16.
11. ( + )
®úÉVɦÉɹÉÉ Eäò |ɪÉÉäMÉ EòÉä |ÉÉäiºÉɽþxÉ näùxÉä Eäò ʱɪÉä EòÉèxÉ EòÉèxÉ ºÉä
{ÉÖ®úºEòÉ®ú ªÉÉäVÉxÉÉBÄ ¤ÉxÉɪÉÒ MɪÉÒ ½éþ * ( 5 )
( ¤É )
ªÉ½þ EèòºÉä VÉÉxÉÉ VÉÉiÉÉ ½èþ ÊEò ÊEòºÉÒ Eò¨ÉÇSÉÉ®úÒ EòÉä ʽþxnùÒ EòÉ
´ªÉ´É½þÉÊ®úEò YÉÉxÉ ½èþ * ( 5 )
( ºÉ )
EäòxpùÒªÉ ¶ÉɺÉEòÒªÉ EòɪÉÉDZɪÉÉå ºÉä +, ¤É B´ÉÆ ºÉ IÉäjÉ ¨Éå {ÉjÉ ´ªÉ´É½þÉ®ú
Eäò CªÉÉ CªÉÉ ÊxÉªÉ¨É ½éþ * ( 5 )
Section - ‘C’
12. Write in sort the procedure involved for inclusion of the
work ‘’Construction of LHS in lieu of level crossing in the ‘’Works
Programme’’.
( 5 )
********************************************
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