Post on 21-Apr-2018
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Table of Contents
1.0 EXECUTIVE SUMMARY ................................................................................................................................. 3
2.0 INTRODUCTION OF THE PROJECT ................................................................................................................ 6
(i) Identification of the Project and the Project Proponent ........................................................................... 6
(ii) Need of the Proposed Project .................................................................................................................... 6
(iii) Employment Generation ............................................................................................................................ 7
3.0 PROPOSED PROJECT & APPLICABILITY OF EIA ............................................................................................. 7
4.0 PROJECT DESCRIPTION ...................................................................................................................................... 8
(i) Project Location .......................................................................................................................................... 8
Figure-1.: Project Location ...................................................................................................................................... 8
(ii) Connectivity ................................................................................................................................................ 9
Table No: 1 Connectivity Details ............................................................................................................................. 9
Figure: 2- Road Connectivity ................................................................................................................................. 10
(iii) Justification of the Site ............................................................................................................................. 11
(iv) Resource Requirements ........................................................................................................................... 12
Table No: 2 Land Break up Details ......................................................................................................................... 12
Table No: 3 Water Consumption Details ............................................................................................................... 13
(v) Product Details ......................................................................................................................................... 13
5.0 CARGO HANDLING PROCESS ........................................................................................................................... 14
6.0 WATER ENVIRONMENT ............................................................................................................................. 16
Table No: 4 Water Consumption Details ............................................................................................................... 16
Figure: 4 ETP Flow Diagram ................................................................................................................................... 17
7.0 AIR ENVIRONMENT .......................................................................................................................................... 18
8.0 SOLID/HAZARDOUS WASTE ....................................................................................................................... 18
Table No: 5 Hazardous Waste Details ................................................................................................................... 18
9.0 NOISE ENVIRONMENT ............................................................................................................................... 19
10.0 OCCUPATIONAL HEALTH AND SAFETY MEASURES ................................................................................... 19
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11.0 SITE ANALYSIS ............................................................................................................................................ 20
(i) Connectivity .............................................................................................................................................. 20
(ii) Topography............................................................................................................................................... 21
(iii) Soil Classification ...................................................................................................................................... 21
(iv) Climate Data from Secondary Source ...................................................................................................... 21
12.0 PROPOSED INFRASTRUCTURE ................................................................................................................... 22
13.0 PROJECT COST ESTIMATES ........................................................................................................................ 23
(i) Capital Cost of Project .............................................................................................................................. 23
(ii) Financial & Social Benefits ........................................................................................................................ 23
14.0 CONCLUSION ............................................................................................................................................. 23
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1.0 EXECUTIVE SUMMARY
Om Sai Navigations Pvt. Ltd. is planning to revive the existing facility of Port Victor, Near Victor
village in Rajula Taluk of Amreli district in Gujarat, India. The site is located approximately 4.5 km
south side of Victor village. The proposed site at Victor Port is approximately 20 km away from
Gujarat Pipavav Port Ltd. by road distance.
The company Om Sai Navigations Pvt. Ltd. was incorporated with vision of the sea route
transportation services. For that purpose, the company has entered in MOU with GMB Gujarat Govt.
in the 3rd Vibrant Summit in January, 2009. The company has also conducted various surveys and
investigations for the project.
Om Sai Navigations Pvt. Ltd. remains committed to sustainable development through economic
growth, social responsibility and minimizing the company’s impact on the environment and
performing its business in a socially responsible way.
The promoter now envisages to upgrade and strengthen cargo handling facility and associated
infrastructure at Victor Port to serve the purpose of handling of dry bulk, break bulk, container,
offshore support facility, RO-RO cargo and other commodities.
Looking to the prospects of development of a facility for coastal movement of cargo in small parcels
to various other facilities in Gujarat state and other states in country as well as international cargo
movement, the proponent plans to revamp jetty and supporting land side cargo handling facilities at
the proposed location to handle targeted cargo in phased manner. The five year development plans are
described in this report.
Considering the proposed project and its location, the proposed project falls under Category 7 (e) -“B”
< 5 million TPA of cargo handling capacity and/or ports/harbours of the schedule of EIA notification
2006, SO 1533.
The proposed project also requires up-gradation of water front along with necessary marine
infrastructures like literage jetty, RO-RO jetty, approach channel, turning circle, berth pockets and
navigational aids for further transportation by sea. It is considered as a permissible activity under the
CRZ Act. It is mandatory to get the clearance under the provision of the CRZ Act for the proposed
project.
The pre-feasibility report includes a brief introduction of the proponent, need and justification of the
project, process description, required and available resources, proposed Environment Management
Systems, existing land-use and proposed infrastructure, project schedule and cost estimate, and
proposed Terms of reference for conducting the EIA studies. The industry has engaged Eco Chem
Sales & Service (ECSS) as their Environment Consultant to conduct the EIA studies for obtaining EC
& CRZ clearance for the proposed project. ECSS is a NABET accredited Environmental Consultant.
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PROJECT BRIEF
SR.
NO. DESCRIPTION PROPOSED PROJECT DETAILS
1. Name of project &
Address
Strengthening and Up-gradation of Existing Cargo Handling Facility at
Port Victor near Victor village, Rajula taluk, Amreli district, Gujarat.
2. Project Category EC Under Category: 7(e) – B of EIA notification, 2006.
CRZ notification, 2011
3. Project capital cost Rs. 47.71 Crores
4. Port facilities
Marine Infrastructure:
Literage jetty
RO-RO berth and RO-RO ramp
Approach channel
Turning circle and navigational aids
Landside Infrastructure:
Storage area
Internal Road Network
Parking area
Back – up infrastructure
Electric and water supply system, storm drainage and sewage
systems
5.
Resource Requirement
Land Total land: 66,566 m2
Water 42 KLD - Water shall be sourced from water supply pipeline/Private
Tanker
Electricity
Source Electricity Board
Requirement 1200 KVA
600 KVA- D. G. set for emergency (2 nos.)
Fuel HSD: 130-150 lit/hr (each unit)
Man power
Source Local
During Construction phase 50 Nos.
During Operation phase 70 Nos.
6.
Source of Pollution
Wastewater
Generation
During Operation Phase 37 KLD
Sewage -5 KLD, Treated in septic tank/Soak Pit
Effluent – 32 KLD, Treated in Effluent Treatment Plant
Air Emission PM10 , PM2.5, SOx & NOx
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PROJECT BRIEF
SR.
NO. DESCRIPTION PROPOSED PROJECT DETAILS
Solid Waste
Generation
Hazardous waste:
Used Oil, Discarded Containers and ETP Sludge
7.
Mode of Treatment & Disposal
Waste water
Sewage Domestic effluent shall be treated in Septic Tank/Soak pit
system.
Effluent Effluent generated from cargo handling and washing shall
be treated in adequate size ETP.
Air
Emissions from vessels and transportation vehicles shall be mitigated by
efficient operating practices,
Adequate stack height will be provided with D.G.Sets.
Solid Waste Collection, Storage and disposal of Hazardous/Solid waste will be
carried out as per Hazardous Waste Management Rules, 2008.
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2.0 INTRODUCTION OF THE PROJECT
(i) Identification of the Project and the Project Proponent
Om Sai Navigations Private Limited was incorporated on 06 April, 2009. Om Sai Navigations Private
Limited has a dynamic team of engineering, business and social visionaries who provide direction to
Om Sai Navigations Private Limited’s executive management in a vibrant economy and business
environment.
A Letter of Intent (LoI) was given dated 09 April 2015 by Gujarat Maritime Board to M/s Om Sai
Navigations Pvt. Ltd. for the allotment of existing port facility at victor port for making it operational
and using it for the cargo operation for the period of 5 years. OSNPL shall strengthen/renovate the
existing facility to make it operational and also shall maintain it at their cost during the lease period.
Vision:
Om Sai Navigations Pvt. Ltd. has Vision to be the lead Company for the Sea Route Transportation and
also to provide top Notch Professional Services in the field and to serve the clients at ethically, cheaper
& faster, and also to remain committed to sustainable development with economic growth.
Mission:
The Company mission to be truly global, cost efficient operator providing port to port transportation
services that consistently meet the requirements of our customers faster, cheaper and environment
friendly services. Achieving consistent quality throughout the project is the top priority for the
company.
(ii) Need of the Proposed Project
India is one of the fastest developing countries of the world, with industrial development advancing at
a fast pace. The current industrial trend reveals that, the demand of oversize vessels, structures and
equipment would increase phenomenally in future. The project proposes increase in cargo transport to
the Victor port from the nearby ports. Hinterland around the Port Victor is one of the fastest
developing industrial/commercial areas in whole of Saurashtra. Therefore, the proposed most
economical transportation facility shall boost the flourishing industries in the area viz. salt, fisheries,
agricultural products such as onion, mangoes, soyabeans, cotton and a number of industries as under:
Ultratech Cement, Jafrabad, Amreli
Gujarat Cement, Kovaya, Amreli
Ambuja Cement, Kodinar, Gir Somnath
Nirma Cement, Bhavnagar
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List of existing route transporter
Krishna Transport service M K Transport
Utsav logistic private limited LaljiMulji transport co.
Shree Sharma Roadlines
Moreover, Port Victor is located adjoining to another fast developing Port Pipavav. With increase in
the import/export business in the area, the Port Victor now attaches one more strategic importance as
well. This would enhance the Ro-Ro Ferry business in the area as well.
(iii) Employment Generation
The proposed project will generate employment during the construction and operation phase. Local
skilled and semi-skilled workers will be hired during construction phase as well as operation phase.
During the operation phase, technical staff for port, general staff for administrative work and other
ancillary services i.e. Security, O&M contractor and maintenance services will be required on a
permanent as well as temporary basis. Approx 50 nos of people will get direct employment during the
construction phase. Approx 70 nos of people will get direct and indirect employment during the
construction and operational phase.
3.0 PROPOSED PROJECT & APPLICABILITY OF EIA
The proposed project site will be located at the existing Victor port near village Victor village in
Rajula Taluk of Amreli district in Gujarat, India. The site is existing Victor Port developed by the
Gujarat Maritime board. The proposed project envisages investment of Rs. 47.71 Crores and shall be
engaged in up-gradation and strengthening of Existing Cargo Handling Facility at Port Victor.
As per the provision of the SO 1533, the project falls under the item no 7(e) – B of the EIA notification
2006. Hence, it is required to apply for approval of TORs with Form-I along with Pre-feasibility
Report to the State level Expert Appraisal committee (SEAC). The EIA study shall be then prepared in
accordance with the approved TORs from SEAC. Public hearing for the proposed project is necessary
as per the provision of the EIA Notification dtd. 14th
September 2006.
The project also requires a water front facility along with necessary marine infrastructures for loading
out heavy and oversized equipments/structures for transportation by sea. It is considered as a
permissible activity under the CRZ Act, 2011. Thus, it is also mandatory to get the CRZ clearance
under the provision of the same for the proposed project.
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4.0 PROJECT DESCRIPTION
(i) Project Location
OSNPL proposes up-gradation and strengthening of the existing Victor port by addition of new
facilities for the offshore and onshore operations. The proposed site is existing Victor port located in
Rajula taluka of Amreli district of Gujarat. The approximate site center co-ordinates are Latitude 20˚
58’ 19” N & Longitude 71˚ 33’ 32” E. The total land area is 66,566 m2. LOI is attached with the
application as Annexure – 1.
Figure-1.: Project Location
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(ii) Connectivity
The location is around 13 Km North Eastern side of Gujarat Pipavav Port Ltd. in Amreli District.
Victor village is well connected with National Highway (NH 8E) and State Highway roadway
network. Proposed Victor Port location is about 4.5 km away from Victor village in south side;
presently road connectivity is available between Victor village and Victor Port. The present road is
concrete road to the proposed site from Victor village.
Table No: 1 Connectivity Details
SR.
NO. DESCRIPTION NAME
DISTANCE FROM PROJECT
SITE
1. Nearest Roadways N. H. No – 8E Approx 4.70
S. H. No – 105 Approx 5.20
2. Nearest Railway Station Rajula Approx. 13.45 km
3. Nearest Airport
Diu airport
Bhavnagar airport
Amreli airport
Approx. 71.90 km
Approx. 107 km
Approx. 80 km
4. Nearest Port
Gujarat Pipavav Port by road - Approx.13 km NE
by sea - Approx. 4.3 (~8 km)
Hazira Port (Surat) by road - Approx. 495 km
– 62 nautical miles (~115 km)
5. Nearest Town/City Rajula Approx. 13.68 km
6. Nearest settlement Victor village Approx. 4.5 km
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Figure: 2- Road Connectivity
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Figure: 3 Site Location on Google Map
(iii) Justification of the Site
The proposed project site was selected on the basis of the following features:
o Existing Infrastructure and port Victor
o Availability of Water front
o Investment friendly administration
o Proximity to Pipavav port and Hazira port
o Existing Navigation channel, hence no capital dredging required
o Availability of Skilled manpower
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(iv) Resource Requirements
To carry out operational activities of the proposed project, various resources like power, fuel, water,
manpower etc. will be utilized.
Land Requirement: The proponent has existing land of 66,566 m2 land where the redevelopment
work shall take place. Layout Plan of the proposed port is attached as Annexure – 2.
Table No: 2 Land Break up Details
SR. NO. DESCRIPTION AREA (m2)
1. Open Storage Space - 1 11231
2. Open Storage Space -2 10300
3. Closed Storage Space 1000
4.
Internal Roads and Circulation Space in
port backup area 28080
5. Common Utilities, Circulation & Building 3455
6. Parking 5500
7. Greenbelt development 7000
Total Land Area 66566
Man Power: Approx. 50 nos. of people will get direct employment during the construction phase.
Local workers (skilled and semiskilled) will be employed and hence no housing facility shall be
developed in the yard premises.
Total 70 nos. of people will be employed during the operation phase of the proposed project.
Electricity:
a) Power requirement
1200 KVA power requirement for the proposed project shall be sourced from Electricity Board.
600 KVA D.G.Sets will be installed, for emergency power backup.
b) Fuel
Only diesel shall be used as a fuel in the yard for operating the D.G. Sets (in case of power failure
and other emergencies). Quantity of HSD: 130-150 lit/hr (for each unit).
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Water Requirement: During the construction phase, 5 KLD water will be required for domestic and
construction purposes. Sewage generated during the construction and operation phase will be treated in
a septic tank/soak pit system.
During the operation phase, a total of 47 KLD water shall be required which shall be sourced from
water supply line/private Tanker.
Table No: 3 Water Consumption Details
(v) Product Details
No Commodity Quantity (MTA)
1 Dry Bulk, Break bulk and offshore support 3.0 MT
2 Ro-Ro and container 1.5 MT
Total Cargo 4.5 MT
SR. NO. DESCRIPTION QUANTITY (KLD)
1. Construction phase 05
2. Operation Phase 42
a. Domestic purpose 07
b. Cargo Operations and washing 35
TOTAL (1+2) 47
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5.0 CARGO HANDLING PROCESS
Export Cargo:
1. Cargo Arrival from industry to Port backup yard:
Cargo will arrive from adjacent industry to proposed terminal area and it is envisaged that transfer of
cargo from industry to terminal backup area will be done through dumpers and trucks. For handling of
1.0 Million tonnes of cargo, it is estimated that about 25-30 number of dumpers /hour will be required.
2. Cargo Storage at Backup Yard:
It is proposed to develop open and close storage areas. Once the cargo is arrived in stockpile area,
dumpers will unload cargo into storage yard. Then loaders will be utilized to heap the cargo into
stockpile. Since the port backup area is adjacent to the nearby industries, storage requirement is less
and turnaround of these stockpiles will be high.
3. Cargo transfer from Backup yard to loading through dumpers:
Non mechanised system is envisaged to transfer the cargo from backup yard to jetty area. It is
proposed to deploy loaders at stockpile area. This loaders will work as feeding point for export cargo.
Cargo from stockpile to jetty will move through dumpers. Adequate dumper fleet will be available for
transfer of cargo in yard.
4. Cargo transfer from Jetty to barge:
Loaders are proposed for jetty area to feed the barges. The proposed loaders will have adequate rated
capacity.
While planning to loading capacities, the cargo arrival from plant and annul throughout were also
considered and optimum equipment capacity calculations will be done during detailed engineering.
Initially cargo operation equipments shall be deployed on hire basis from reputed operators.
However, the entire mechanization system will be finalized at the detailed engineering stage.
5. Vessel Movement to Anchorage Point:
The loaded barges will move to anchorage point with or without assistance from Tugs as vessel fleet
will consist of dumb and self-propelled vessels. Adequate fleet of vessels will transport the cargo to
designated anchorage area.
6. Loading of cargo into mother (bigger) vessel through ship gears:
It is proposed to export the cargo through 30,000 to 60,000 DWT vessel size. The loaded vessels will
be placed along the bigger vessel. Ship gears will be utilized to load the cargo from vessels to main
vessel.
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Import Cargo:
1. Unloading of cargo from mother (bigger) vessel through ship gears:
It is proposed to import the cargo through 30,000 to 60,000 DWT vessel size. The empty barge will be
placed along the bigger vessel. Ship gears will be utilized to unload the cargo from main vessels to
barge.
2. Vessel Movement to Anchorage Point:
The empty barges will move to anchorage point with or without assistance from Tugs as vessel fleet
will consist of dumb and self propelled vessels. Adequate fleet of vessels will transport the cargo from
designated anchorage area.
3. Cargo transfer from barge to jetty:
Un-loaders are proposed for jetty area to empty the barges. The proposed un-loaders will have
adequate rated capacity.
While planning to un-loading capacities, the cargo arrival from ship and annul throughout were also
considered and optimum equipment capacity calculations will be done during detailed engineering.
Initially cargo operation equipments shall be deployed on hire basis from reputed operators.
However, the entire mechanization system will be finalized at the detailed engineering stage.
4. Cargo transfer to Backup yard to loading through dumpers:
Non mechanized system is envisaged to transfer the cargo from jetty to backup yard area. It is
proposed to deploy loaders at stockpile area. This loaders will work as feeding point for import cargo.
Cargo from jetty to stockpile will move through dumpers. Adequate dumper fleet will be available for
transfer of cargo in yard.
5. Cargo Storage at Backup yard:
It is proposed to develop open and close storage areas. Once the cargo is arrived in stockpile area,
dumpers will unload cargo into storage yard. Then loaders will be utilized to heap the cargo into
stockpile. Since the port backup area is adjacent to the nearby industries, storage requirement is less
and turnaround of these stockpiles will be high.
6. Cargo dispatch to industry from port backup yard:
Cargo will be dispatched to adjacent industry from proposed terminal area and it is envisaged that
transfer of cargo from terminal backup area to industry will be done through dumpers and trucks. For
handling of 1.0 Million tonnes of cargo, it is estimated that about 25-30 number of dumpers /hour will
be required.
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6.0 WATER ENVIRONMENT
(i) Water Consumption and Wastewater Generation
Source of water: Water supply line / Private tanker
Table No: 4 Water Consumption Details
SR. NO. ACTIVITY WATER
CONSUMPTION
WASTEWATER
GENERATION
1. Domestic 7 KLD 5 KLD
2. Cargo Operations and washing 35 KLD 32 KLD
3. Gardening (Treated water) 32 KLD Nil
Total (1+2) 42 KLD 37 KLD
(ii) Method of Treatment
Sewage Treatment:
Sewage will be expected to generate due to domestic activities of workmen and staff personnel during
operation phase. 5 KLD sewage will be generated during the operation phase, which will be treated in
septic tank/soak pit system.
Effluent Treatment Plant (ETP)
ETP consist of primary followed by tertiary treatment consist of Screen Chamber, Chemical dosing
tank, primary settling tank, Aeration tank, supernatant sump, pressure & activated carbon filter ,treated
water storage tank & Sludge drying bed.
Treated water shall be reused for Gardening and dust suppression.
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Figure: 4 ETP Flow Diagram
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7.0 AIR ENVIRONMENT
Since the proposed up-gradation project is a port project, there will be no process emissions from the
operational activities. Moreover, the project also does not involve any other emission sources. Only
alternate power source i.e. D.G. Sets shall be operated in case of emergency/power failure situation.
8.0 SOLID/HAZARDOUS WASTE
Table No: 5 Hazardous Waste Details
SR.
NO. DESCRIPTION
WASTE
CATEGORY QUANTITY
HAZARDOUS WASTE
DISPOSAL / MANAGEMENT
1. Used Oil 5.1 80
Kg/Month
Collection, Storage,
Transportation & Disposal by
selling to registered refiners.
2. Discarded Container 33.3 5
Nos./Month
Collection, Storage,
Transportation & Disposal by
GPCB/CPCB/MoEF approved
recyclers.
3. ETP Sludge 34.3 0.6
MT/Month
Collection, Storage,
Transportation & Disposal to
TSDF Site.
SR.
NO.
STACK
ATTACHED
TO
HEIGHT
OF
STACK
EMISSION
CONCENTRATION
AIR POLLUTION
CONTROL
EQUIPMENT
1.
D. G. Set –
600 KVA
(2 nos.)
11 m
PM < 150 mg/Nm3
SO2 < 100 ppm
NOx < 50 ppm
Adequate Stack
Height
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9.0 NOISE ENVIRONMENT
It is expected that noise will be generated during the construction phase due to vehicular movement
and operation of construction equipments. Well maintained vehicles and construction equipments shall
be engaged to minimize the noise pollution.
During the operation phase, noise will be generated due to docking and loading/unloading activities.
Proper mitigation measures shall be implemented to control the noise to keep it within the prescribed
norms. The proponent has also proposed 7,000 m2
area for green belt as a part of the proposed project.
This will help in reducing the adverse effects of noise pollution in general.
10.0 OCCUPATIONAL HEALTH AND SAFETY MEASURES
Safety Management
The following key safety measures shall be implemented in the routine operational activities of the
proposed project:
Safety Training shall be provided to the employees.
Safety Sirens with Alarm System in case of emergency shall be provided.
Emergency Control Room shall be provided.
Assembly point shall be provided.
Sprinkler Systems shall be provided as per the requirement.
Fire Hydrant System and Fire Extinguishers shall be provided as per the requirement.
Mock drills shall be periodically conducted.
Fire squad team shall be formed for handling any emergency situation.
Personnel protective equipments shall be provided to the employees.
Health checkup shall be organized at regular intervals.
Occupational Health
Pre employment & periodic medical checkup of all the employees shall be carried out.
First Aid Facility and training shall be provided.
Health records shall be maintained.
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Managing Director
Head-EHS
Shift Environment
Executive
Shift General
Manager
Shift Safety
Executive
Environment Management Cell
11.0 SITE ANALYSIS
(i) Connectivity
The project location is well connected with road, rail and air route to transport the materials,
machineries and manpower. Hence, the proposed project site exhibits good potential for potential
growth. The salient features mentioned below, indicate favorable conditions for market development at
the project location.
Particulars Details
Approx. Geographical Co-ordinates Approx. Center – 20°58'21.77"N
71°33'30.35"E
Village Victor village
Nearest Town Rajula town
Nearest Highway NH 8E
SH 105
Nearest Railway Station Rajula Railway Station
Nearest Airport Amreli Airport
Diu Airport
Tourist places Dhareshwar, Mahadev Mandir
Dhari Khodiyar Dam
National parks/ sanctuaries None within 10 km radial area
Defense installations None within 10 km radial area
Note: All the above – mentioned distance are the aerial distances from project site.
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(ii) Topography
Onshore facilities of the Terminal are planned in the existing port lands and salt pans generally flat
with already developed average Ground Level of + 4.5 m CD. Area gently slopes towards sea coast.
There is neither significant vegetation nor any habitation at the proposed terminal facilities footprint.
However, detailed topography survey has been conducted recently for OM SAI Navigations Pvt. Ltd.
by SGS AND CO, with respect to the nearby authentic benchmark already established.
Tide Gauge set at the Port’s Jetty was used to obtain tidal records for reducing the sounding. The value
of GTS Bench Mark at Victor Port Railway Platform was accepted from data provided by the client as
4.34 M above Chart Datum.
The topographic survey of Victor Port was carried out with reference to DGPS position of GTS BM at
Victor Port Railway Platform using Total Station Topcon ES 101 of 1” accuracy.
(iii) Soil Classification
Proposed project site is located in Rajula Taluka of Amreli District where the existing Victor port is
present. The soil is rich with sand and silt and not suitable for plant growth. Thus, quality of soil is not
considerably fertile for agriculture activities and no evidence of any influence of soil contaminant has
been noticed.
(iv) Climate Data from Secondary Source
CLIMATE TYPE AND DETAILS
Climate Moderately hot and humid
Seismic Zone
Earthquake moderate damage
risk zone
VIII
Maximum temperature 43.7OC
Minimum temperature 8.1OC
Relative Humidity 43-47%
Max Rain Period June to October
Average rainfall - 706 mm
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12.0 PROPOSED INFRASTRUCTURE
SR. NO. INFRASTRUCTURE DESCRIPTION
1 Land Area 66566 m2
2 Power 1200 KVA
State Board Power supply
3 Connectivity N H - 8E
4 Water Supply 42 KLD
Local water supply
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13.0 PROJECT COST ESTIMATES
(i) Capital Cost of Project
SR.
NO. DESCRIPTION
ESTIMATE COST
(INR CRORES)
1. Marine Structures 9.40
2. Dredging 17.50
3. Onshore Development 8.70
4. Utilities 0.87
5. Navigational Aids 2.00
6. External and Internal Road 4.13
7. Contingencies 10% on total 4.26
8. Engineering and project setup 2% of project cost 0.85
Grand Total 47.71
(ii) Financial & Social Benefits
Approx. 70 Nos. of people shall be employed directly & indirectly through contracts.
All local people shall be employed as per their skills and qualifications.
The company has allocated some budget for CSR activities, which can lead to improvement in
social infrastructure, if planned properly.
14.0 CONCLUSION
As summarized in the above sections, it has been noticed that the proposed port project is a
strengthening and up-gradation of existing Victor port, has no significant environmental issues or any
other hazards.
Considering the probability of impacts, the proponent shall plan adequate mitigation measures and
EMP. Further, it has also been planned by the proponent to organize various CSR programs and energy
conservation, which will have considerable beneficial impacts. Looking to the employment potentials
and other allied development potentials, it has been noticed that the proposed project will significantly
help in improving social status of the region and the nation as well.