presentation- final year project.

1. PROJECT REPORT
Project Guide
Miss Deepti Gupta
Senior Lecturer
Submitted By
Neha Singh 1212200073
Rakesh Kumar Gupta 1212200083
Zeeshan Ahmed 1212200126
PLANNING OF DOUBLING OF BROAD GAUGE RAILWAY LINE AT
SHIVNAGAR- BANDHUAKALAN (10 KM)
S H R I R A M S WA R O O P M E M O R I A L C O L L E G E O F E N G I N E E R I N G &
M A N A G E M E N T

2. I N T R O D U C T I O N
Doubling of railway line means construction of an additional line. It is
normally done when single line is not in a position to carry the number of
trains required to pass on the section.
The doubling of Utraitia - Sultanpur-Zafrabad project is for diverting
freight traffic from Mughalsarai - Allahabad - New Delhi route so as to
provide room for additional coaching traffic to be introduced in near
future .
The patch doubling from Zafrabad to Shri Krishna Nagar (34 kms),
Sultanpur to Bandhuakalan (09 kms) & Utraitia to Chandraulli (37
kms) has been completed. The balance 148 km stretch is with single
railway track that need to be double.
Specific section of 10 kms length between Shivnagar and Bandhuakalan has
been selected for the project.

3. OBJECTIVE
To eradicate
mounting pressure
of rail traffic.
To get the
optimum benefit
from the modern
maintenance
machines.
To cope up with
the additional
requirement to
traffic. The need to divert
rail traffic from
one route to
another due to
accident /mishap,
or any other
unforeseen reason.
To reduce initial
costs of a line that
is certain to see
heavy traffic in the
future, a line may
be built as single-
track .

4. M E T H O D O L O G Y
SITE &
TRAFFIC
SURVEY
COLLECTION
OF SAMPLES
SPECIFICATION
& DATA
COLLECTION
FROM
RAILWAY
OFFICE
ANALYSING
DATA &
SAMPLES
ESTIMATION
OF
EARTHWORK

5. L O C A T I O N
Bandhuakalan -
Shivnagar Section (12.5
km)
LUCKNOW
UTRAITIA
BAKKAS
ANUPGANJ
RAHMATNAGAR
CHANDRAULLI
TRIVEDIGANJ
HAIDERGARGH
CHAUBISI
AKBARGANJ
SINDHURWA
NIHALGARH
ADHINPUR
MUSAFIRKHANA
SHIVNAGAR
BANDHUAKALAN
SULTANPUR
HARPALGANJ
JAUNPUR
ZAFRABAD

6. P R O C E S S O F D O U B L I N G
Engineering
cum Traffic
Survey
Specification
of work
Land
acquisition
EarthworkBridgesPlate laying
Opening for
goods traffic
&ballasting
Opening line
for passenger
traffic

7. ENGI NEERI NG CUM TRAFFI C SURVEY
T RAF F I C SURV EY DETAI L S
Timings of the train (Hourly
basis)
No. of trains passing
SHIVNAGAR
No. of trains passing
BANDHUAKALAN
BEFORE AFTER BEFORE AFTER
03:00-04:00 0 0 0 0
05:00-06:00 0 2 0 2
06:00-07:00 1 1 2 2
07:00-08:00 1 1 0 0
08:00-09:00 1 4 1 5
10:00-11:00 0 0 0 0
11:00-12:00 0 0 0 2
12:00-13:00 1 1 0 0
13:00-14:00 0 2 0 3
14:00-15:00 0 2 0 1
15:00-16:00 0 2 0 1
16:00-17:00 0 2 0 1
17:00-18:00 0 0 0 2
18:00-19:00 0 3 0 0
19:00-20:00 2 2 2 2
20:00-21:00 0 0 0 0
21:00-22:00 1 1 1 1
23:00-00:00 0 0 0 0
TOTAL 7 23 6 22

8. SPECIFICATION OF WORK
Rail and fastenings
• The permanent way consists of 60 kg (UIC), 90 UTS rails welded into LWR (By
FB(Flush butt welding)/AT(Alumino-Thermit welding) welding with SKV
process) over main line. Loop lines, consist 60 Kg 90 UTS SH rails welded into
LWR (By AT welding with SKV process).
Fish Plates
• 1 M Long new fish plates with six holes of standard type to suit 60
kg rails have been used.
Sleepers and fastenings
• MAIN LINE: PRC sleepers complete with elastic fastenings to M+ 8 (1660 no.
per Km) densities have been used.
• LOOP LINE: PRC sleepers complete with elastic fastenings to M+ 7 (1540 no.
per Km) densities have been used.

9. Guard Rails
Guard rails of 52 Kg rails resting on PSC sleepers have been provided on all major
bridges.
Points and Crossings
All turn out to be negotiated by passenger trains are of 1 in 12 with curved
switches except turn outs laid for sand humps which are of 1 in 8-1/2 laid on
symmetrical split.
60 kg trap points on PSC sleepers have been provided wherever required for the
purpose of isolation in new line.
Ballast
65mm gauge hard stone Machine Crushed ballast with cushion of 350mm on main
line and 250 mm on loop line below the sleeper has been provided under the track
and turn outs with boxing. The newly laid track and turn outs have been thoroughly
packed manually and machine packing will be done before commissioning
SPECIFICATION OF WORK

10. EARTHWORK AND FORMATION

18. CROSS SECTION PROFILE

19. QUANTITY ESTIMATE
BLANKETING MATERIAL
SOIL1.4 m
0.6 m
5.3 m
Existing track
Proposed
double line
Subgrade = 74200 Cubic Meter
Blanketing Material = 10600 Cubic Meter
Ballast = 2800 Cubic Meter
Sleeper =16600 Nos.

20. BRIDGES
48 No. of Bridges
Provided for 25 T loading
1 major bridge & 47 minor
bridges.
Provided as extension of
bridges on existing track

23. LEVEL CROSSINGS
Total 15 level
Crossings
8 Manned Level
Crossings
7 Unmanned Level
Crossings

24. L I S T O F L E V E L C R O S S I N G S
SN Level X-ing No. Manned / Unmanned Interlocked/
Non interlocked
Remark
1 82/C Manned Interlocked Traffic
2 83/C Manned Interlocked Traffic
3 84/C Manned Non-interlocked Engineering
4 85/C Manned Non-interlocked Engineering
5 86/C Manned Non-interlocked Engineering
6 87/C Un- Manned Non-interlocked Engineering
7 88/C Un- Manned Non-interlocked Engineering
8 89/C Un- Manned Non-interlocked Engineering
9 90/C Manned Non-interlocked Engineering
11 91/C Un- Manned Non-interlocked Engineering
12 92/C Un- Manned Non-interlocked Engineering
13 93/C Un- Manned Non-interlocked Engineering
14 94/B Manned Interlocked Traffic
15 95/B Manned Interlocked Traffic

25. TEST ON AGGREGATE
STONE AGGREGATE TEST
SN Sample No. Abrasion value Impact value Water
absorption
1 1 16.68% 13.75% 0.296%
2 2 15.90% 13.79% 0.347%
3. AVERAGE 16.29% 13.77% 0.321%
4. MAXIMUM
PERMISSIBLE
VALUE
30% 20% 1%
5. WITHIN
PERMISSIBLE
LIMITSOR NOT?
YES YES YES

26. TEST ON SOI L
TEST ON BURROW SOIL
SN Location of Subgrade
sample
LL PL Dispersive
nature
1 SHIVNAGAR 22.10 6.55 NO
2 BANDHUAKALAN 22.29 6.70 NO

27. PLATE LAYI NG OR TRACK LI NKI NG
Rails, sleepers and other fittings are taken to the
base depot and unloaded
Tracks materials are taken to the rail head and
track linked and packed
Rail head is advanced up to the extent the track
is laid
Dip lorry is used to take rack material to rail head
Rail head goes on advancing till full track is linked
T E L E S C O P I C M E T H O D

28. Unloading
of materials
Linking of
track
Packing of
track
Ballasting
of track

29. O P E N I N G F O R G O O D S T R A F F I C A N D B A L L A S T I N G

30. C O N C L U S I O N
Simplified
signaling
system.
Bi-
directional
running .
Enhancement
of line capacity
utilization
Section
capacity
showed
significant
increase
Train delay
reduced.

31. F U T U R E S C O P E
Soil report may be used as a reference for
other civil project near the site of project.
Topographical
survey data
can be used
for similar
projects near
the site for
design of any
other
structure.
The traffic survey cab help in
proper maintenance and future
developments in the concerned
area.
The continuation of this project
will help in understanding the
use of new technologies
employed for this purpose.

32. A D V A N T A G E
It can
manage a
larger
amount of
traffic with
usually twice
the capacity
of single
track.
Faster trains
can overtake
slower ones,
and doubling
can
contribute to
faster
operation of
trains.
It is easy to
maintenance
and
engineering
work
Provision of
alternate
routes would
reduce
Pressure on
existing
network .
Doubling would
help it earn
more revenue
from the
additional
traffic.

33. “Railway is a unique integrator of India.
We must restore the strength of
Indian railways as the back bone of India.”
- Mr. Suresh Prabhu
Railway Minister of India
Thanks