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PREPARED BY :-
KARTIK ZALA
Assi. Proff.,
Civil Engg. Department,
VICT.
INTRODUCTION
 Water Transportation is concerned with conveyance of people
and goods in vehicles that float upon water.
 Waterways have great historic importance in the development of
civilizations and in the growth of nations.
 Rivers and seas provided primitive man with his first facility for
mass transportation of goods.
 Waterways can be classified broadly as Oceanic waterways and
inland waterways.
 Oceanic waterways are concerned with the conveyance of people and
goods primarily across the ocean between continents or island.
 Inland waterways consist of water transportation on rivers, lakes and
canals within the main land.
 River transportation became popular in India since 1855.
 The total perennial waterways in India are 65,600 km out of which
41,600 km are of rivers and 24,000 km canals.
ADVANTAGES OF WATER
TRANSPORTATION
• Around the world 82% of International trade in tons and 94% of
world trade in tons-kilometers are moved by shipping and thereby
through ports.
• Specific function, objectives and the advantages derived from water
transportations facilities are summarized below:
 Easiest and cheapest mode of communication by utilization of natural
surfaces of canals, rivers and oceans, as the element of friction
during traction and maintenance are less than road transport.
 Require cheap manual, wind and steam motive power.
 Higher load carrying capacity for bulky and heavy commodities.
 Development of industry.
 Development of commerce and expansion of trades.
 Development of agriculture.
 Development of natural resources and their effective use.
 Discovery of new island is possible.
 Development of economic progress and international contact.
 Provide enhanced mobility and promotes social and political
unity.
 Assistance in the problem of national defense.
DISADVANTAGES OF WATER
TRANSPORTATION
 It requires more time due to slow speed and circuitous routes. Final
docking stages require greater skill.
 Mountainous rivers and waterfalls hinder water transportation.
Require better position fixing and obstruction detecting systems to
avoid surface collision.
 Frequent storms results in great loss of life and material.
 Rapid growth in demand which is more than the capacity of
existing facilities.
 Vessels oil spillage, noise smoke and fumes cause pollution and
endanger marine lives.
 Uncertainty problem, like energy shortage problem due to political
and natural causes.
 Energy conservation concern because of energy problem of
transportation development.
MODERN TRENDS IN WATER
TRANSPORTATION
 Integration of transportation system and the environment.
 Application of system analysis.
 Optimization using operations research techniques.
 Computer application for data processing and analysis.
 Minimization of energy use.
 Increased utilization and efficiency of existing facilities.
 Compatibility between water transportation and other modes
through the use of innovative equipments.
ENVIRONMENTAL IMPACT SYSTEM (EIS)
1. Determine Existing Conditions
2. Predict Future Effects
3. Consider Alternatives
4. Present Resource Commitments
5. Identify Environmental Monitoring Processes to be
used if action is implemented.
PORT AUTHORITIES, BODIES AND
ASSOCIATIONS
 National Association of port Authorities
 National Coast Guard
 National Bureau of Customs
 Immigration and Naturalization Service
 National maritime Administration
 The Bureau of Foreign Commerce
 Interstate Commerce Commission
 Department of Agriculture
 Quarantine
 Security Associations
 Waterfront Commissions
HISTORY OF KANDLA PORT
1931
1955
1957
1981
1978
Maharao Khengarji III of Kutch
built an RCC jetty where ships
with draft of 8.8 meters could
berth round the year
Kandla was declared as a
major port by the then
Transport Minister, the late
Lal Bahadur Shastri
Container handling
operations commenced with
1,217 TEUs being handled in
the first year
The Offshore Oil Terminal was
commissioned at Vadinar when the
giant tanker Netaji Subhashchandra
Bose carrying 86,105 tonnes of
Crude Oil was brought in at the First
Single Buoy Mooring (SBM)
1975
The second oil jetty was
commissioned
The four newly
constructed cargo
jetties started
operations
1983
12th cargo berth and Essar Oil
Marine facilities commissioned
The eighth cargo
jetty started
operations and the
port crossed the
40 million mark
1999
The port sailed past the 10
million tonne milestone
2006
Commissioning of
Container Terminal
KANDLA PORT LIMITS
LAYOUT OF EXISTING FACILITIES AT
KANDLA PORT
LAYOUT OF
STORAGE FACILITIES
GODOWN (C. W. C )
P-13
127 m2
132.0 X 22.50
GCM 3
JETTIES FOR PORT LAUNCHES
MARINE BUILD.
30 M W I D E R C C C E N T R A L R O A D
= 11176 m2
= 7430 m2
127.00 X 58.50
127.00 X 60.05
= 7626 m2
QUAY AND TRANSIT AREA
OPEN STACKING GROUND
343.0 X 90.0 = 30870 m2
270.00 X (46.60 + 43.50) = 12164 m2
182.93
DDM
BERTH NO. 10 BERTH NO. 9
D) PROPOSED RLY. TRACK
NOTE:-
*******
209.41
80 79 77
78
85 84 83 82
18°
207.0 X 150.0 = 31050 m2
COVERED WITH RCC PANELS
P-42
81
P-38
69
71 70
72
73 68
74
75
76
P-40
178.70 X 80.00 = 14296 m2
P-41
178.70 X 114.50 = 20461 m2
P-15
A=6362
= 10638 m2
137.00 X 77.65
P-14
P-24
2
46988 m2
P-37
178.70 X 136.40 = 24375 m2
P-17
137.00 X 55.30
= 7576 m2
P-16
= 9816 m2
137.00 X 71.65
K A N D L A C R E E K
E B B
BERTH NO.8 BERTH NO. 7
F L O O D
BERTH NO. 6 BERTH NO. 5 BERTH NO.2
BERTH NO. 4 BERTH NO. 3 BERTH NO. 1
1
8
6
.0
X
2
2
.5
0
1
3
2
.0
X
2
2
.5
W. B. NO. 1
205.79
3
141.70 X 143.75
238.64
65 64 63 62 61 60 59
67 66
213.64
52
38252 m2
P-33
CONTAINER YARD
55 54
58 57 56 53
RLY.TRACK No.10
W.B. NO. 6
2316 m2.
= 20369 m2
P-36
B=4814
P-19
62.00 X 47.30
= 2933 m2
G-6
P-21
= 12240 m2
(C.F.S. - II)
90.0 X 36.0 G-7
(C.F.S. - I)
P-20
P-62
90.0 X 36.0
L. A. C.
42
205.79
45 43
44
P-18
51 46
48
49 47
50
T.S - 5 OFFICE
EMPTY CONTAINER STACKING GROUND
6000 m2
35 33
34
36
37
W. B. No. 2
G-5
G-4
41 39
40
137.20 X 42.68
(W. H. - D)
(T. S. - 4)
152.44 X 36.59
38
RLY.TRACK
A = 7761 m2
AUCTION YARD
287.0 X 19.20
(FERTILIZER BULK STORAGE SHED)
(BAGGING PLANT)
G-8
RAILWAY YARD
OFFICE OF TRAFFIC
DEPARTMENT
ELECTRIC SUB STATION
236.0 X 30.0
CRANE SHED
G-9
P
-3
9
5
6
4
5
m
2
G
-1
1
G
-1
0
P-31
P-32
2794 m2
P-22
141.70 X 55.30
= 7836 m2
P-23
P-34
P-35
STATION
66 KV SUB
D.G. SET
AREA FOR
UPGRADATION OF
SULABH
PARKING PLOT ON
W.B.
NO.
7
SAUCHALYA
EXST. MURRUM FILLED PLOT
EXST. ASPHALTED PARKING PLOT
UNDER CONSTRUCTION
32756 m2
GATE OFFICE
PUMP ROOM & U. G. TANK
W. B. NO.
114.0 =
4104 m2
36.0 x
PLOT - 49
PLOT - 50
32886 m2
7
mt.
WIDE
ROAD
PLOT - 48
PLOT - 51
7
mt.
WIDE
ROAD
32869 m2
32740 m2
W.T. NO.1
4351 m2
192.0 X 22.50
J
E
T
T
Y
O
F
F
IC
E
L
A
B
O
U
R
A
M
IT
Y
IN
D
IA
N
M
O
L
A
S
S
E
S
14
182.93
G
-1
7
C
E
N
T
E
R
G
-1
4
182.93
(T.S. 3)
137.20 X 42.68
152.44 X 36.59
(W. H. - C )
RAISED PLATFORM - 3
G-3
25
27 26 24
30 28
29
31
32
RLY.TRACK No.6
182.93
15
137.20 X 42.68
ATM OFFICE
G-2
16
20
21
22 19 18 17
(T.S. 2)
152.44 X 36.59
(WH - B)
RAISED PLATFORM - 2
23
156.0 X 45.0
1
6
2
.0
X
2
2
.5
0
1
7
0
.0
X
2
2
.5
0
G-24
173.88 x 30.50
1
6
2
.0
X
2
2
.5
0
G
1
3
G
-1
5
1
9
2
.0
X
2
2
.5
0
G
-1
2
RLY.TRACK No.10
5338.00 m2
P-12
G-18
G-19
P-11
138.0 X 45.0
G
-1
6
1
9
2
.0
X
2
2
.5
0
1
7
4
.0
x
2
2
.5
0
m
15548 m2 (CKD YARD )
(T.S. 1)
RLY.TRACK No.8
182.93
(WH - A)
152.44 X 36.59
5
6
7
23.46
10 9 8
12
13 11
137.20 X 42.68
RAISED PLATFORM-1
G-1
RLY.TRACK No.7
T S OFFICE
1772 m2
G-27
1
3
4 2
RLY.TRACK No.7
STATIC SEA WATER TANKS- 2.
P-29
RLY.TRACK No.9
NEW GATE CABIN
133.00 X 45.00
3796 m2
G-30
P-9
20465 m2
P-28
P-10
4
3
1
0
m
2
P
-3
0
2016 m2
P-27
4108 m2
G-26
GODOWN
(GEEPEE)
GODOWN
99.06 X 36.55
G-25
15497 m2
PLOT - 45
PLOT - 54
18375 m2
192.0 X 22.50
W. B. NO. 4
192.0 X 22.50
18303 m2
18303 m2
174.0 X 22.50
STATIC SEA WATER TANK NO. 6
192.0 X 22.50
9999.84 M2
G-22
P-64
OPENINGS
9mt. WIDE
G-23
P-65
G-21
P-63
15 mt. WIDE ROAD
PLOT - 47
PLOT - 52
33125 m2
7
mt.
WIDE
ROAD
32994 m2
PLOT - 46
ELE. SUB STATION
PLOT - 53
18375 m2
7
mt.
WIDE
ROAD
7
mt.
WIDE
ROAD
20457.00 M2
104.
15
M
23121 m2
H
AZAR
D
O
US
C
AR
G
O
YARD
m2
2783
P-8
P-6
W. B. No 5
P-7
8015 m2
FI
RE
BR
ID
G
E
ST
AT
IO
N
FIR
E
SERVIC
E
DRIL
LE
D
TO
W
ER
36740.00 M2
PLOT - 55
7
mt.
WIDE
ROAD
PLOT - 44 PLOT - 43
7
mt
.
WI
DE
RO
AD
LEGEND
********
C) EXISTING RLY TRACK
B) GODOWN UNDER CONSTRUCTION
A) EXISTING GODOWN
PARKING
PLOT
UNDER
CONSTRUCTION
NEW
PLOT - 61
32836 m2
7 mt. WIDE ROAD
PLOT - 60
32819 m2
PLOT - 57
18347 m2
15 mt. WIDE ROAD
OF LENGTH 650 M
FUTURE RAILWAY PLATFORM
PLOT - 59
33075 m2
7 mt. WIDE ROAD
PLOT - 58
18347 m2
PLOT - 56
25050.00 M2
SCALE:
Jr. ENGINEER (DESIGN)
EXECUTIVE ENGINEER. (DESIGN)
( R.MURUGADOSS.)
Heena. J. Thacker
Drn.by:
DRG. NO:CE/DESN/SOFTWARE/1G
T
K
A
*
S
6
9 4
1
T
R
T
N
A
K
P
O
U
S
T
TR
* L
A
D
P
O
LA
R
T
R
N
D
U
DATE: 10.02.06
CHIEF ENGINEER.
B. K. MAKWANA
P.H. ASNANI
BERTHING JETTY
FOR PORT CRAFT
CDC
BUILD.
PO
RT
&
CU
ST
OM
S
OF
FIC
E
R O A D
T O
B U N D E R
B A S I N (15
mt.)
S H O P
J
.
N
.
R
O
A
D
18738 m2
P-25
P
-2
6
N
E
W
R
L
Y
.
G
A
T
E
B
.
G
.
P
LA
T
F
O
R
M
M
.
G
.
P
LA
T
F
O
R
M
3
0
0
0
m
2
KD
LB
OF
FIC
E
PU
BL
IC
HE
AL
TH
OF
FIC
E
SE
VA
SA
DA
N
I
SE
VA
SA
DA
N
II
NI
RM
AN
T
O
G
A
N
D
H
ID
H
A
M
N
.
H
.
8
A
T
O
G
A
N
D
H
ID
H
A
M
PROPOSED WEST GATE NO. 3
OUTER RING ROAD
PROP. PARKING PLOT
70°13'00"
E
70°13'30"
E
281
98
86
92
93
95
94
96
QUAY
& TRANSIT AREA
91
90
89
88
97
87
BERTH NO. 11
P-68
P-6
6
P-6
7
P-5
23151 m2
8087 m2
218700
m2
WEST GATE NO. 2
PROPOSED
99
100
101
G-28
G-29
G-20
152.44 X 36.59
32.00m.
10.00m.
160.00 X 40.00 m.
8.00m.
10.00m.
G-35
TOWER
ELECTRIC
EXISTING
165.00 X 40.00 m.
G-36
10.00m.
11.00M.
54.00m.
14.00m.
48.00m.
137.75 x 50.00
G-29
ELECT. SUB STN.
37.50m.
10.00m.
G-31
133 X 40
G-32
150 X 40
SULPHER BINS
G-33
150 X 40
SULPHER BINS
10Mt WIDE CONCRATE ROAD
TOILET BLOCK
PLACE OF POLT
STOREGE SHADE IN P
G-34 140 X 50
No.11
8019
3645
162.00 X 22.50
G-15
15 6900
G-31
G-33
G-34
G-32
1
3
4
2
G-23
23
G-25
G-26
G-27
G-29
G-30
G-28
G-24
25
26
27
28
30
29
24
G-19
G-21
G-22
G-18
G-20
G-17
G-16
19
21
20
22
17
18
16
133.00 X 40.00
150.00 X 40.00
150.00 X 40.00
140.00 X 50.00
5320
6000
7000
6000
132.00 X 22.50
99.06 X 36.55
173.88 X 30.50
99.06 X 36.55
137.75 X 50.00
192.00 X 22.50
192.00 X 22.50
192.00 X 22.50
156.00 X 45.00
174.00 X 22.50
138.00 X 45.00
174.00 X 22.50
192.00 X 22.50
192.00 X 22.50
3915
6174
6888
3621
5578
5503
2970
7020
4320
4320
4320
6210
3915
4320
4320
23940
27000
31500
27000
8613
7400
13900
20081
19092
222266
24797
26900
5600
16295
23865
25101
27783
30996
6534
31590
8100
15000
8100
8100
8100
23800
8100
9504
9504
9504
9504
27945
17618
9504
Godown - 1 (WH - A)
G-9 (BEGGING PLANT)
GODOWN NO.
S.NO.
G-7 (C.F.S.-I)
7
G-12
G-13
G-11
G-14
G-8 (F.B.S.S.)
G-10
12
14
13
9
10
11
8
G-3 (W.H.-C.)
G-2 (WH - B)
G-5 (T.S.- 4)
G-6 (C.F.S.-II)
G-4 (W.H.-D.)
5
6
4
2
3
1
AREA
SIZE OF
(IN Sq. Mt.)
170.00 X 22.50
192.00 X 22.50
162.00 X 22.50
90.00 X 36.00
236.00 X 30.00
132.00 X 22.50
287.00 X 19.20
137.20 X 42.68
152.44 X 36.59
152.44 X 36.59
90.00 X 36.00
186.00 X 22.50
152.44 X 36.59
152.44 X 36.59
GODOWN (IN M)
3240
3825
4320
3645
7080
2970
4185
5510
5578
5856
5578
5578
5578
3240
FULL
CAPACITY
REDUCED
CAPACITY
(IN Tone)
14580
12400
7200
8100
6900
13300
11400
10400
7900
8415
8019
9504
12122
13365
9207
15576
(IN Tone)
9817
10500
11000
12400
10500
10500
12883
12272
12272
12272
12272
14580
11.00M.
3.20
10.00
10.00
6.50
14.85
G-36
G-35
2
1
165.00 X 40.00
160.00 X 40.00
6000
5320 28800
29700
25200
21600
21600
19152
23040
23760
22X34. F.R.PATEL_W_10_01 (OCT.-2008) CARGO JETTY GODOWNS AREA.
OVERVIEW OF KANDLA PORT
MODERN WAREHOUSES
NEW GENERATION WHARF CRANES
CONTAINER HANDLING GANTRY
CRANES
KOLKATA / HALDIA
 Old and established port with promising
hinterland,
 0.045 million TEUs handled every year,
 Closer to land locked countries of Nepal
and Bhutan.
 Acute shortage of space and
hence often congested,
 Riverine Port - severe draft
restrictions ,
 Absence of efficient container
handling systems,
 No possibility of further
expansions.
VISAKHAPATNAM
• In the middle of the fastest developing region in India.
• Efficient container handling infrastructure
• Ample space and un-congested
• Deepest container terminal on the East Coast of India
• Possibility for further expansions
• Well connected to central, eastern, and southern India both by road
and rail
• Feasible to cater to 5 ICDs across India and Nepal
• Proximity to the straits of Malacca
CHENNAI
• Efficient container handling infrastructure
• 1 million plus throughput
• New capacity added ( CITPL )
• Hinterland with large manufacturing base
• Presence of major Mainline and Feeder services
THANK YOU….

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CHAPTER - 1. INTRODUCTION.ppt

  • 1. PREPARED BY :- KARTIK ZALA Assi. Proff., Civil Engg. Department, VICT.
  • 2. INTRODUCTION  Water Transportation is concerned with conveyance of people and goods in vehicles that float upon water.  Waterways have great historic importance in the development of civilizations and in the growth of nations.  Rivers and seas provided primitive man with his first facility for mass transportation of goods.  Waterways can be classified broadly as Oceanic waterways and inland waterways.
  • 3.  Oceanic waterways are concerned with the conveyance of people and goods primarily across the ocean between continents or island.  Inland waterways consist of water transportation on rivers, lakes and canals within the main land.  River transportation became popular in India since 1855.  The total perennial waterways in India are 65,600 km out of which 41,600 km are of rivers and 24,000 km canals.
  • 4. ADVANTAGES OF WATER TRANSPORTATION • Around the world 82% of International trade in tons and 94% of world trade in tons-kilometers are moved by shipping and thereby through ports. • Specific function, objectives and the advantages derived from water transportations facilities are summarized below:  Easiest and cheapest mode of communication by utilization of natural surfaces of canals, rivers and oceans, as the element of friction during traction and maintenance are less than road transport.  Require cheap manual, wind and steam motive power.  Higher load carrying capacity for bulky and heavy commodities.  Development of industry.  Development of commerce and expansion of trades.
  • 5.  Development of agriculture.  Development of natural resources and their effective use.  Discovery of new island is possible.  Development of economic progress and international contact.  Provide enhanced mobility and promotes social and political unity.  Assistance in the problem of national defense.
  • 6. DISADVANTAGES OF WATER TRANSPORTATION  It requires more time due to slow speed and circuitous routes. Final docking stages require greater skill.  Mountainous rivers and waterfalls hinder water transportation. Require better position fixing and obstruction detecting systems to avoid surface collision.  Frequent storms results in great loss of life and material.  Rapid growth in demand which is more than the capacity of existing facilities.  Vessels oil spillage, noise smoke and fumes cause pollution and endanger marine lives.  Uncertainty problem, like energy shortage problem due to political and natural causes.  Energy conservation concern because of energy problem of transportation development.
  • 7. MODERN TRENDS IN WATER TRANSPORTATION  Integration of transportation system and the environment.  Application of system analysis.  Optimization using operations research techniques.  Computer application for data processing and analysis.  Minimization of energy use.  Increased utilization and efficiency of existing facilities.  Compatibility between water transportation and other modes through the use of innovative equipments.
  • 8. ENVIRONMENTAL IMPACT SYSTEM (EIS) 1. Determine Existing Conditions 2. Predict Future Effects 3. Consider Alternatives 4. Present Resource Commitments 5. Identify Environmental Monitoring Processes to be used if action is implemented.
  • 9. PORT AUTHORITIES, BODIES AND ASSOCIATIONS  National Association of port Authorities  National Coast Guard  National Bureau of Customs  Immigration and Naturalization Service  National maritime Administration  The Bureau of Foreign Commerce  Interstate Commerce Commission  Department of Agriculture  Quarantine  Security Associations  Waterfront Commissions
  • 10. HISTORY OF KANDLA PORT 1931 1955 1957 1981 1978 Maharao Khengarji III of Kutch built an RCC jetty where ships with draft of 8.8 meters could berth round the year Kandla was declared as a major port by the then Transport Minister, the late Lal Bahadur Shastri Container handling operations commenced with 1,217 TEUs being handled in the first year The Offshore Oil Terminal was commissioned at Vadinar when the giant tanker Netaji Subhashchandra Bose carrying 86,105 tonnes of Crude Oil was brought in at the First Single Buoy Mooring (SBM) 1975 The second oil jetty was commissioned The four newly constructed cargo jetties started operations 1983 12th cargo berth and Essar Oil Marine facilities commissioned The eighth cargo jetty started operations and the port crossed the 40 million mark 1999 The port sailed past the 10 million tonne milestone 2006 Commissioning of Container Terminal
  • 12. LAYOUT OF EXISTING FACILITIES AT KANDLA PORT
  • 13. LAYOUT OF STORAGE FACILITIES GODOWN (C. W. C ) P-13 127 m2 132.0 X 22.50 GCM 3 JETTIES FOR PORT LAUNCHES MARINE BUILD. 30 M W I D E R C C C E N T R A L R O A D = 11176 m2 = 7430 m2 127.00 X 58.50 127.00 X 60.05 = 7626 m2 QUAY AND TRANSIT AREA OPEN STACKING GROUND 343.0 X 90.0 = 30870 m2 270.00 X (46.60 + 43.50) = 12164 m2 182.93 DDM BERTH NO. 10 BERTH NO. 9 D) PROPOSED RLY. TRACK NOTE:- ******* 209.41 80 79 77 78 85 84 83 82 18° 207.0 X 150.0 = 31050 m2 COVERED WITH RCC PANELS P-42 81 P-38 69 71 70 72 73 68 74 75 76 P-40 178.70 X 80.00 = 14296 m2 P-41 178.70 X 114.50 = 20461 m2 P-15 A=6362 = 10638 m2 137.00 X 77.65 P-14 P-24 2 46988 m2 P-37 178.70 X 136.40 = 24375 m2 P-17 137.00 X 55.30 = 7576 m2 P-16 = 9816 m2 137.00 X 71.65 K A N D L A C R E E K E B B BERTH NO.8 BERTH NO. 7 F L O O D BERTH NO. 6 BERTH NO. 5 BERTH NO.2 BERTH NO. 4 BERTH NO. 3 BERTH NO. 1 1 8 6 .0 X 2 2 .5 0 1 3 2 .0 X 2 2 .5 W. B. NO. 1 205.79 3 141.70 X 143.75 238.64 65 64 63 62 61 60 59 67 66 213.64 52 38252 m2 P-33 CONTAINER YARD 55 54 58 57 56 53 RLY.TRACK No.10 W.B. NO. 6 2316 m2. = 20369 m2 P-36 B=4814 P-19 62.00 X 47.30 = 2933 m2 G-6 P-21 = 12240 m2 (C.F.S. - II) 90.0 X 36.0 G-7 (C.F.S. - I) P-20 P-62 90.0 X 36.0 L. A. C. 42 205.79 45 43 44 P-18 51 46 48 49 47 50 T.S - 5 OFFICE EMPTY CONTAINER STACKING GROUND 6000 m2 35 33 34 36 37 W. B. No. 2 G-5 G-4 41 39 40 137.20 X 42.68 (W. H. - D) (T. S. - 4) 152.44 X 36.59 38 RLY.TRACK A = 7761 m2 AUCTION YARD 287.0 X 19.20 (FERTILIZER BULK STORAGE SHED) (BAGGING PLANT) G-8 RAILWAY YARD OFFICE OF TRAFFIC DEPARTMENT ELECTRIC SUB STATION 236.0 X 30.0 CRANE SHED G-9 P -3 9 5 6 4 5 m 2 G -1 1 G -1 0 P-31 P-32 2794 m2 P-22 141.70 X 55.30 = 7836 m2 P-23 P-34 P-35 STATION 66 KV SUB D.G. SET AREA FOR UPGRADATION OF SULABH PARKING PLOT ON W.B. NO. 7 SAUCHALYA EXST. MURRUM FILLED PLOT EXST. ASPHALTED PARKING PLOT UNDER CONSTRUCTION 32756 m2 GATE OFFICE PUMP ROOM & U. G. TANK W. B. NO. 114.0 = 4104 m2 36.0 x PLOT - 49 PLOT - 50 32886 m2 7 mt. WIDE ROAD PLOT - 48 PLOT - 51 7 mt. WIDE ROAD 32869 m2 32740 m2 W.T. NO.1 4351 m2 192.0 X 22.50 J E T T Y O F F IC E L A B O U R A M IT Y IN D IA N M O L A S S E S 14 182.93 G -1 7 C E N T E R G -1 4 182.93 (T.S. 3) 137.20 X 42.68 152.44 X 36.59 (W. H. - C ) RAISED PLATFORM - 3 G-3 25 27 26 24 30 28 29 31 32 RLY.TRACK No.6 182.93 15 137.20 X 42.68 ATM OFFICE G-2 16 20 21 22 19 18 17 (T.S. 2) 152.44 X 36.59 (WH - B) RAISED PLATFORM - 2 23 156.0 X 45.0 1 6 2 .0 X 2 2 .5 0 1 7 0 .0 X 2 2 .5 0 G-24 173.88 x 30.50 1 6 2 .0 X 2 2 .5 0 G 1 3 G -1 5 1 9 2 .0 X 2 2 .5 0 G -1 2 RLY.TRACK No.10 5338.00 m2 P-12 G-18 G-19 P-11 138.0 X 45.0 G -1 6 1 9 2 .0 X 2 2 .5 0 1 7 4 .0 x 2 2 .5 0 m 15548 m2 (CKD YARD ) (T.S. 1) RLY.TRACK No.8 182.93 (WH - A) 152.44 X 36.59 5 6 7 23.46 10 9 8 12 13 11 137.20 X 42.68 RAISED PLATFORM-1 G-1 RLY.TRACK No.7 T S OFFICE 1772 m2 G-27 1 3 4 2 RLY.TRACK No.7 STATIC SEA WATER TANKS- 2. P-29 RLY.TRACK No.9 NEW GATE CABIN 133.00 X 45.00 3796 m2 G-30 P-9 20465 m2 P-28 P-10 4 3 1 0 m 2 P -3 0 2016 m2 P-27 4108 m2 G-26 GODOWN (GEEPEE) GODOWN 99.06 X 36.55 G-25 15497 m2 PLOT - 45 PLOT - 54 18375 m2 192.0 X 22.50 W. B. NO. 4 192.0 X 22.50 18303 m2 18303 m2 174.0 X 22.50 STATIC SEA WATER TANK NO. 6 192.0 X 22.50 9999.84 M2 G-22 P-64 OPENINGS 9mt. WIDE G-23 P-65 G-21 P-63 15 mt. WIDE ROAD PLOT - 47 PLOT - 52 33125 m2 7 mt. WIDE ROAD 32994 m2 PLOT - 46 ELE. SUB STATION PLOT - 53 18375 m2 7 mt. WIDE ROAD 7 mt. WIDE ROAD 20457.00 M2 104. 15 M 23121 m2 H AZAR D O US C AR G O YARD m2 2783 P-8 P-6 W. B. No 5 P-7 8015 m2 FI RE BR ID G E ST AT IO N FIR E SERVIC E DRIL LE D TO W ER 36740.00 M2 PLOT - 55 7 mt. WIDE ROAD PLOT - 44 PLOT - 43 7 mt . WI DE RO AD LEGEND ******** C) EXISTING RLY TRACK B) GODOWN UNDER CONSTRUCTION A) EXISTING GODOWN PARKING PLOT UNDER CONSTRUCTION NEW PLOT - 61 32836 m2 7 mt. WIDE ROAD PLOT - 60 32819 m2 PLOT - 57 18347 m2 15 mt. WIDE ROAD OF LENGTH 650 M FUTURE RAILWAY PLATFORM PLOT - 59 33075 m2 7 mt. WIDE ROAD PLOT - 58 18347 m2 PLOT - 56 25050.00 M2 SCALE: Jr. ENGINEER (DESIGN) EXECUTIVE ENGINEER. (DESIGN) ( R.MURUGADOSS.) Heena. J. Thacker Drn.by: DRG. NO:CE/DESN/SOFTWARE/1G T K A * S 6 9 4 1 T R T N A K P O U S T TR * L A D P O LA R T R N D U DATE: 10.02.06 CHIEF ENGINEER. B. K. MAKWANA P.H. ASNANI BERTHING JETTY FOR PORT CRAFT CDC BUILD. PO RT & CU ST OM S OF FIC E R O A D T O B U N D E R B A S I N (15 mt.) S H O P J . N . R O A D 18738 m2 P-25 P -2 6 N E W R L Y . G A T E B . G . P LA T F O R M M . G . P LA T F O R M 3 0 0 0 m 2 KD LB OF FIC E PU BL IC HE AL TH OF FIC E SE VA SA DA N I SE VA SA DA N II NI RM AN T O G A N D H ID H A M N . H . 8 A T O G A N D H ID H A M PROPOSED WEST GATE NO. 3 OUTER RING ROAD PROP. PARKING PLOT 70°13'00" E 70°13'30" E 281 98 86 92 93 95 94 96 QUAY & TRANSIT AREA 91 90 89 88 97 87 BERTH NO. 11 P-68 P-6 6 P-6 7 P-5 23151 m2 8087 m2 218700 m2 WEST GATE NO. 2 PROPOSED 99 100 101 G-28 G-29 G-20 152.44 X 36.59 32.00m. 10.00m. 160.00 X 40.00 m. 8.00m. 10.00m. G-35 TOWER ELECTRIC EXISTING 165.00 X 40.00 m. G-36 10.00m. 11.00M. 54.00m. 14.00m. 48.00m. 137.75 x 50.00 G-29 ELECT. SUB STN. 37.50m. 10.00m. G-31 133 X 40 G-32 150 X 40 SULPHER BINS G-33 150 X 40 SULPHER BINS 10Mt WIDE CONCRATE ROAD TOILET BLOCK PLACE OF POLT STOREGE SHADE IN P G-34 140 X 50 No.11 8019 3645 162.00 X 22.50 G-15 15 6900 G-31 G-33 G-34 G-32 1 3 4 2 G-23 23 G-25 G-26 G-27 G-29 G-30 G-28 G-24 25 26 27 28 30 29 24 G-19 G-21 G-22 G-18 G-20 G-17 G-16 19 21 20 22 17 18 16 133.00 X 40.00 150.00 X 40.00 150.00 X 40.00 140.00 X 50.00 5320 6000 7000 6000 132.00 X 22.50 99.06 X 36.55 173.88 X 30.50 99.06 X 36.55 137.75 X 50.00 192.00 X 22.50 192.00 X 22.50 192.00 X 22.50 156.00 X 45.00 174.00 X 22.50 138.00 X 45.00 174.00 X 22.50 192.00 X 22.50 192.00 X 22.50 3915 6174 6888 3621 5578 5503 2970 7020 4320 4320 4320 6210 3915 4320 4320 23940 27000 31500 27000 8613 7400 13900 20081 19092 222266 24797 26900 5600 16295 23865 25101 27783 30996 6534 31590 8100 15000 8100 8100 8100 23800 8100 9504 9504 9504 9504 27945 17618 9504 Godown - 1 (WH - A) G-9 (BEGGING PLANT) GODOWN NO. S.NO. G-7 (C.F.S.-I) 7 G-12 G-13 G-11 G-14 G-8 (F.B.S.S.) G-10 12 14 13 9 10 11 8 G-3 (W.H.-C.) G-2 (WH - B) G-5 (T.S.- 4) G-6 (C.F.S.-II) G-4 (W.H.-D.) 5 6 4 2 3 1 AREA SIZE OF (IN Sq. Mt.) 170.00 X 22.50 192.00 X 22.50 162.00 X 22.50 90.00 X 36.00 236.00 X 30.00 132.00 X 22.50 287.00 X 19.20 137.20 X 42.68 152.44 X 36.59 152.44 X 36.59 90.00 X 36.00 186.00 X 22.50 152.44 X 36.59 152.44 X 36.59 GODOWN (IN M) 3240 3825 4320 3645 7080 2970 4185 5510 5578 5856 5578 5578 5578 3240 FULL CAPACITY REDUCED CAPACITY (IN Tone) 14580 12400 7200 8100 6900 13300 11400 10400 7900 8415 8019 9504 12122 13365 9207 15576 (IN Tone) 9817 10500 11000 12400 10500 10500 12883 12272 12272 12272 12272 14580 11.00M. 3.20 10.00 10.00 6.50 14.85 G-36 G-35 2 1 165.00 X 40.00 160.00 X 40.00 6000 5320 28800 29700 25200 21600 21600 19152 23040 23760 22X34. F.R.PATEL_W_10_01 (OCT.-2008) CARGO JETTY GODOWNS AREA.
  • 18. KOLKATA / HALDIA  Old and established port with promising hinterland,  0.045 million TEUs handled every year,  Closer to land locked countries of Nepal and Bhutan.  Acute shortage of space and hence often congested,  Riverine Port - severe draft restrictions ,  Absence of efficient container handling systems,  No possibility of further expansions.
  • 19. VISAKHAPATNAM • In the middle of the fastest developing region in India. • Efficient container handling infrastructure • Ample space and un-congested • Deepest container terminal on the East Coast of India • Possibility for further expansions • Well connected to central, eastern, and southern India both by road and rail • Feasible to cater to 5 ICDs across India and Nepal • Proximity to the straits of Malacca
  • 20. CHENNAI • Efficient container handling infrastructure • 1 million plus throughput • New capacity added ( CITPL ) • Hinterland with large manufacturing base • Presence of major Mainline and Feeder services