PREFEASIBILITY REPORT Manufacturing (repackaging of...
Transcript of PREFEASIBILITY REPORT Manufacturing (repackaging of...
MERCK LIFE SCIENCE PRIVATE LIMITED PREFEASIBILITY REPORT
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PREFEASIBILITY REPORT
Manufacturing (repackaging of inorganic solid chemicals) and distribution centre for hazardous and non hazardous chemicals at Plot A-2/1, MIDC Patalganga Borivali Industrial Area, Taluka Khalapur, District Raigad, State of Maharashtra
Project Proponent:
M/S Merck Life Science Private Limited
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1 EXECUTIVE SUMMARY
M/s Merck Life Science Pvt Ltd has proposed a project for manufacturing
(repackaging) of solid materials and distribution centre for hazardous and
non-hazardous materials and chemicals. The proposed project is located at
plot number A-2/1 of Patalganga Borivali MIDC. Total area of land is 38445
m2.
As per the EIA Notification, 2006, the proposed project comes under category
‘B’ listed at item 6(b)- Isolated storage & handling of hazardous chemicals (As per
threshold planning quantity indicated in column 3 of schedule 2 & 3 of MSIHC Rules
1989 amended 2000).
The Karnala Bird Sanctuary is located within 5 km of the project area. Hence,
the proposed project requires Environmental Clearance under category ‘A’
and would be appraised at the central level.
Salient features of the project are given below:
S. No. Particulars Details
1. Location of the project Plot number A-2/1 of Patalganga Borivali
MIDC
2. Land area 38,445 sqm
3. Green Area 3,844.5 sqm
4.. Hazardous chemicals for storage
UN Class of Chemical Quantity
i. Class 3 (Flammable liquids) 500 KL
ii. Class 4 flammable solids 20 MT
iii. Class 5 Oxidizing substances 50 T
iv. Class 6 Toxic substances 80 MT
v. Class 8 Corrosive Chemicals 300 T
vi. Class 10 Other combustible liquids
Class 11 Other combustible solids
Class 12 Other non-combustible
liquids
Class 13 other non-combustible
solids
Class 10-13 other combustible and
non-combustible substances
550 MT
5. Total Water Requirement 107 KLD
6. Wastewater Generation and
Treatment
9.3 KLD;
ETP of 11 KLD proposed base don MBBR
technology
7. Power requirement 708 KW
8. Power backup 2 DG set (750 KVA and 250 KVA)
9. Solid and hazardous waste
generation
Municipal solid waste;
Packaging waste;
E- Waste;
Hazardous waste;
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S. No. Particulars Details
10. Eco sensitive area (National Park/
Wild Life Sanctuary/ Reserve
forest etc.) within 10 km
• Karnala Bird Sanctuary is located at
~4.8 km distance from the site;
• Forest area is present at 2 m distance
from the site.
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2 INTRODUCTION
2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT
2.1.1 Identification of Project
M/s Merck Life Science Pvt Ltd has proposed a project for
manufacturing (repackaging) of solid materials and distribution centre for
hazardous and non-hazardous materials and chemicals. The proposed project
is located at plot number A-2/1 of Patalganga Borivali MIDC. Total area
of land is 38,445 m2.
2.1.2 Identification of Project Proponent
Merck Life Science Pvt Ltd is a leading global science and technology
company in India. The company is primarily engaged as a leading life
science company with expanded offerings for biopharmaceutical
manufacturers and clinical, analytical and research laboratories. It offers
reliable and innovative tools, technologies and services for the
discovery and manufacture of drugs and new therapeutics and for
improving productivity in laboratories. With a catalogue of more than
300,000 products, Merck’s Life Science business delivers many of the
most highly-respected brands in the industry, such as Millipore, Milli-
Q, SAFC and BioReliance. These offerings cover every step of the
biotech production chain, creating a complete end-to-end workflow
with enhanced customer service, a simplified interface and a leading
distribution platform.
2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT
The proposed project is manufacturing (repackaging) of solid materials and
distribution centre for hazardous and non-hazardous materials and chemicals.
As per the EIA Notification, 2006, the proposed project comes under category
‘B’ listed at item 6(b)- Isolated storage & handling of hazardous chemicals (As per
threshold planning quantity indicated in column 3 of schedule 2 & 3 of MSIHC Rules
1989 amended 2000).
The Karnala Bird Sanctuary is located within 5 km of the project area as
shown in Figure 2.1. Hence, the proposed project requires Environmental
Clearance under category ‘A’ and appraised at centre level.
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Figure 2.1 Map showing distance of Project site from Karnala Bird Sanctuary
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2.3 NEED OF PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND REGION
Merck Life Science Pvt Ltd is a leading global science and technology
company in India. With a catalogue of more than 300,000 products, Merck’s
offering covers every step of the pharmaceutical and biotech production chain,
creating a complete end-to-end workflow with enhanced customer service, a
simplified interface and a leading distribution platform.
The proposed project will help the country in two ways. Firstly, by have a
local down-filling capability, Merck will be able to cater to country’s
pharmaceutical and biotech industry in a speedy manner with lower costs.
Secondly, by having a modern distribution hub, this facility will help ensure
timely supply of critical raw materials and equipments needed for research
labs, pharmaceutical and biotech industries.
2.4 EXPORT POSSIBILITY
Merck Life Science Pvt Ltd is a subsidiary of The Merck Group which is
a global corporate group with head quarter in Darmstadt, Germany.
Merck Group is present in most of the countries around the world.
Given the global nature of Merck’s business, it is possible that upto 10-
20% of the products manufactured in this facility have export potential
to neighbouring countries.
2.5 DOMESTIC / EXPORT MARKETS
From this facility, the company expects to cater primarily to the domestic
market. However, upto 10-20% of the products manufactured in this facility
have potential market in the neighbouring countries.
2.6 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO PROJECT
The proposed project will generate direct employment for 250 labours during
construction phase and 150 staff/workers during operation phase. In addition
to direct employment, indirect employment for the local population shall also
be generated through ancillary businesses.
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3 PROJECT DESCRIPTION
3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF
ANY
The proposed project will involve the manufacturing (repackaging) of solid
materials and act as a distribution centre for hazardous and non-hazardous
materials and chemicals. There is no interlinked project with the proposed
project.
3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION AND
PROJECT BOUNDARY & PROJECT SITE LAYOUT) WITH COORDINATES
The proposed project is located at plot number A-2/1 of Patalganga Borivali
MIDC. Total area of land is 38,445 m2. The geographical coordinates of site are
given below:
North-East corner: 18°52'25.24"N; 73°11'12.93"E
North- West corner: 18°52'27.45"N; 73°11'9.35"E
South West corner: 18°52'17.81"N; 73°11'4.94"E
South East corner: 18°52'16.19"N; 73°11'8.75"E
Map showing location of project site is provided as Figure 3.1.
Map showing location of project site in Patalganga MIDC area is provided as
Figure 3.2.
Layout plan of project site is provided as Figure 3.3.
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Figure 3.1 Map showing location of Project site
Figure 3.2 Location of Project site in Patalganga MIDC area
Project Site
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Figure 3.3 Master Site Layout Plan
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3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE
PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE
INTO SHOULD BE HIGHLIGHTED.
No alternative site study will be carried out as the proposed project will be
located in a well-developed industrial Area (Patalganga Borivali MIDC).
Major factors involved in the selection of site are listed below:
• Road network present in vicinity of the site;
• Strategic location – proximity to Mumbai (45 kms aerial distance), the
commercial capital of India and well connected by rail and road;
• Availability of Power, Water, etc.
3.4 SIZE AND MAGNITUDE OF OPERATIONS
The proposed facility will be involved in manufacturing (repackaging) of solid
materials and also act as a distribution centre for hazardous and non-
hazardous materials and chemicals.
The proposed facility will store hazardous and non-hazardous materials. The
approximate quantities of hazardous chemicals (as per UN classification) for
onsite storage are as given below:
Class of Chemical Quantities to
be Stored
Class 3 (Flammable liquids) 500 KL
Class 4 flammable solids 20 MT
Class 5 Oxidizing substances 50 T
Class 6 Toxic substances 80 MT
Class 8 Corrosive Chemicals 300 T
Class 10 Other combustible liquids 550 MT
Class 11 Other combustible solids
Class 12 Other non-combustible liquids
Class 13 other non-combustible solids
Class 10-13 other combustible and non-
combustible substances
3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/FLOW
CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT, ETC.
SHOULD BE GIVEN)
The manufacturing activities to be undertaken in the proposed facility will
involve repackaging of the solid materials after undergoing necessary quality
checks. The quality checks will be done offsite.
A brief manufacturing process is given below:
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• Material Receipt: Receipt of materials from approved vendors.
• Material Verification: Material receipt checklist filled; includes PO as well
as physical material verification.
• Reject: In case of discrepancy in material receipt, it is sent back to the
supplier.
• GRN creation: The consignment is being allotted a batch number
following batch numbering process.
• Quality Testing: Incoming material kept under quarantine. Sample taken
as per the defined sampling process. Samples sent for analysis and Under
Test Label pasted on the material. Meanwhile, the material is restricted use
in SAP.
• Reject: In case the material does not meet quality requirement, it is sent
back to the supplier.
• Material in unrestricted use: Quality department issues Status Labels to
paste on the approved material.
• Label requisition: Depending upon the production plan, label requisition
is sent to the corresponding department and that department prints and
supplies the labels.
• Material issuance for packing: Raw material store issues approved
material as per the respective BOM for packing.
• Mixing: The required materials are selected from the storage area and then
mixed as required.
• Weighting: The material to be packed is carefully weighted in either
manual or automatic machines.
• Filling: The weighted material is filled in the primary packing using
manual or automatic machines depending upon the production plan.
• Packing: The primary packs are put in the bottles / boxes as required and
label is applied.
• Finished Products: The finished products come out of the cabins. The
center in-charge verified the packing and the documents.
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• Storage: The finished goods are stored as per the UN class code,
temperature and humidity requirement.
• Dispatch: Depending upon the customer order, finished goods are
dispatched to the central warehouse or to the customers.
3.6 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE,
MARKETING AREA OF FINAL PRODUCT/S, MODE OF TRANSPORT OF RAW MATERIAL
AND FINISHED PRODUCT
There are more than 500 different types of chemicals which will be the raw
materials for this manufacturing facility. A few key chemicals along with their
required quantities are mentioned below:
Merck Product Name Safety Stock
(tonnes)
Sodium Hydroxide 60
Sodium chloride 60
Charcoal activated 60
Potassium hydroxide 40
Magnesium sulfate 30
Sodium hydroxide pellets (low chloride) 30
Calcium chloride dehydrate 25
Citric acid monohydrate 20
Sorbic Acid 15
Sodium carbonate anhydrous 20
Potassium chloride 15
Sodium disulfite 15
Dextrose anhydrous PFD 10
Iron(II) sulfate heptahydrat 10
Potassium dihydrogen phosphate 10
tri-Sodium phosphate 10
Potassium sorbate 10
Potassium nitrate 10
Paraffin wax 10
tri-Sodium citrate dehydrate 10
Ammonium sulfate 8
Ammonium acetate 8
Ammonium chloride 8
Copper(II) sulfate pentahydrate 8
Silica gel 100-200 mesh 8
Oxalic acid dihydrate 8
Sodium acetate trihydrate 6
Potassium hydroxide flakes 6
Zinc sulfate heptahydrate 5
Calcium chloride fused 5
Sodium sulfite anhydrous 5
Sodium hydrogen carbonate 4
di-Sodium hydrogen phosphate 4
Sodium nitrate 4
Iron(III) chloride anhydrous 4
Sodium dihydrogen phosphate 4
Tris (hydroxymethyl) amino 4
Ammonium iron(II) sulfate he 3
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Potassium disulfite 3
Aluminium Chloride Anhydrous Powder 3
Aluminium sulfate 16-hydrate 3
Boric acid powder 3
di-Potassium hydrogen phosphate anhydrous 3
Magnesium chloride hexahydra 1 KG 3
Titriplex III P 3
Adipic acid 2
L(+)-Tartaric acid 2
Potassium iodide 2
Zinc chloride dry 2
Sodium dodecyl sulfate 2
Sodium thiosulfate pentahydrate 1
Barium carbonate 1
Barium chloride dehydrate 1
di-Potassium hydrogen phosphate anhydrous 1
Sodium fluoride 1
Iodine resublimed 1
Manganese(II) sulfate monohydrate 1
Polyethylene glycol 1
Sucrose (saccharose) 1
Zinc acetate dehydrate 1
di-Sodium tetraborate 1
Iron(II) sulfide fused stick 1
Maltose monohydrate 1
Chromium(VI) oxide 1
Zinc powder 1
3.7 RESOURCE OPTIMIZATION / RECYCLING AND REUSE ENVISAGED IN THE PROJECT
During planning of the facility, the design will consider the resource
optimization such as energy and water conservation measures. Wastewater
generated at site will be treated in proposed ETP and will be reuse within the
premises for flushing and cooling purposes.
3.8 AVAILABILITY OF WATER AND ITS SOURCE, ENERGY/POWER REQUIREMENTAND
SOURCE
3.8.1 Water Requirement
The water requirement for the project is envisaged as about 107 KLD during
operation phase. Fresh water will be sourced from MIDC. The breakup of
water requirement is given below:
Table 3.1 Water requirement
S. No. Particulars Water Requirement (m3/day)
Fresh Water Recycled Water
1. Domestic Water (including
Flushing)
4.5 2.25
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S. No. Particulars Water Requirement (m3/day)
2. Cleaning and washing of
Utensils
2.0 0
3. Cooling Units 72 5.7
4. Gardening 20
Sub Total 98.5 7.95
Grand Total 106.5 ~107 m3/day
3.8.2 Power Requirement
The power requirement for the project is 708 KW.
Source: MSEDCL
Emergency Power Backup
As an emergency power backup, two DG sets of 750 KVA and 250 KVA
capacities are proposed.
3.9 QUANTITY OF WASTE GENERATION & DISPOSAL SCHEME (SOLID AND LIQUID)
3.9.1 Solid and Hazardous Waste
3.9.1.1 Municipal Solid Waste
The total municipal solid waste likely to be generated during operation phase
is about 40 kg/day. The waste will be segregated into biodegradable and non -
biodegradable waste and will be disposed through local municipal body.
3.9.1.2 Packaging waste
Non-contaminated secondary packaging waste (approximately 20 tonnes per
month) will be sold to vendors for reuse and recycle.
3.9.1.3 E-waste
E-waste (approximately 5 MT/A) comprising of used computers from office
area, waste electronic material from site will be disposed off through
authorized e-waste recyclers.
3.9.1.4 Hazardous waste
Following categories of hazardous waste will be generated at site:
• 32.1- Spent chemicals
• 33.3- Discarded containers/barrels/liners contaminated with hazardous
wastes /chemicals
• 34.3 Chemical sludge from waste water treatment
An authorized waste management agency will be hired for handling solid waste generated during operational phase. Hazardous Waste shall be collected in leak proof containers at isolated place and then it will be given to
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approve vendor of CPCB/MPCB as per Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016, as amended.
3.9.2 Waste Water
During operations, there will be no chemical reactions happening in the
process and therefore there will be no effluent from any direct manufacturing
process.
The sources of waste water generation include:
• From the down filling facility, there will be effluent due to cleaning of
utensils and other equipment used in the solid down filling process. The
amount of such waste water is expected to be 2.0 KLD;
• Domestic sewage of 6.3 KLD;
• Blowdown from cooling units ~1 KLD.
One Effluent Treatment Plant (ETP) of capacity 11 KLD has been proposed to
treat wastewater during operation phase of the project. The ETP will be based
on MBBR technology.
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4 SITE ANALYSIS
4.1 CONNECTIVITY
The site is well connected by road, railway as well as air network.
Road:
• Site is 500 m away from MIDC internal road; NE direction;
• Mumbai- Pune expressway at about 3 km aerial distance; NE direction;
and
• NH- 4 at about 4.3 km aerial distance; NE direction.
Railway Station:
• Apta railway station: ~3.7 km aerial distance; WSW direction;
• Rasayani railway station: ~4.5 km aerial distance; NW direction;
Airport:
• Chhatrapati Shivaji International airport: ~ 40 km aerial distance; NW
direction
4.2 LAND FORM, LAND USE AND OWNERSHIP
The proposed project will be developed at 38445 m2 of land parcel in MIDC
area. The site is greenfield site having few trees, shrubs and ground
vegetation. The land in under possession of Merck.
4.3 TOPOGRAPHY
The Site topography was observed to be undulating and sloping along the
west and south to east and north of the Site. The most elevated part of the Site
is the south-west portion of the Site located at an elevation of approximately
45 meters (m) above mean sea level (AMSL) while the most low-lying portion
of the Site is the north-east portion of the Site located at an elevation of 25 m
AMSL.
4.4 EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE, FOREST,
WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST DISTANCES FROM THE
PERIPHERY OF THE PROJECT TO PERIPHERY OF THE FORESTS, NATIONAL PARK,
WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES (DISTANCE FROM
HFL OF THE RIVER), CRZ. IN CASE OF THE NOTIFIED INDUSTRIAL AREA, A COPY OF
THE GAZETTE NOTIFICATION SHOULD BE GIVEN.
The proposed project is located in MIDC area. The forest area is adjacent to the
project site. Karnala Bird Sanctuary is located at about 4.8 km distance from
the site.
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CRZ is not applicable to the project.
4.5 EXISTING INFRASTRUCTURE
The proposed project is a green field project.
4.6 SOIL CLASSIFICATION
The subsurface profile at site consists of fill overlying residual soils underlain
by completely weathered rock underlain by basalt bedrock.
Layer I: Fill
Fill consists mostly of clay with boulders and the lower boundary of the layer
was encountered at depths of 0.7m below ground.
Layer II: Completely to Highly Weathered Rock
Completely to highly weathered bedrock was encountered below the fill layer
or directly at ground surface in some boreholes. This layer is formed by
complete in-place disintegration of parent bedrock material, but still partially
retains the original rock mass structure. The lower boundary of this layer was
encountered at depths of 1.0m to 4.0m below ground surface.
Layer III: Basalt Bedrock
Gray hard basalt bedrock was encountered at depths of 0.7m to 4.0m below
ground surface. The bedrock was moderately weathered to sound, generally
improving with depth.
4.7 CLIMATIC DATA FROM SECONDARY SOURCES
The climate of the study area and surrounding region is generally dry except
in the southwest monsoon season. The year may broadly be divided into four
seasons.
Winter season: December to February
Pre-monsoon season: March to May
Monsoon season: June to September
Post monsoon season: October and November
The long-term meteorology (Period: 1961-1990) data of the region is shown in Table 4.1. The data is from Alibag, which is located 40 km SW of the Project area.
Table 4.1 Climatological data for Alibag (1961-1990)
Parameter Description
Temperature The temperate increases from January to May with a temperature high in the
months of March (Max: 34.9 °C) and May (Max: 34.9 °C). The temperature
then decreases consistently until the month of January. The lowest
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Parameter Description
temperature is found in January (Min: 17.1 °C).
Relative Humidity The most humid months are from July to October with a relative humidity
high in month of August (89%).
Rainfall The total annual rainfall is 2164.5 mm spread of 76.3 days in the year. The
wettest month is August with a monthly total of 704.5 mm on average. July
to September is the peak monsoon season with all three months receiving a
monthly total of over a 2070.8 mm on average rain. The driest month is
January with 0.2mm of rain.
Wind Speed The wind speed varies from 6.9 kmph in December 27.3 kmph in July on
average.
Source: Climatological Normals (1961-1990) by Indian Meteorological Department [Observatory
Coordinates – 18° 38’ N, 72°524’ E]
4.8 SOCIAL INFRASTRUCTURE AVAILABLE
The site is located in well developed MIDC area.
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5 PLANNING BRIEF
5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC)
TOWN AND COUNTRY PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION
The proposed project is Manufacturing (repackaging of inorganic solid
chemicals) and distribution centre for hazardous and non hazardous
chemicals. The site is located in MIDC area.
5.2 POPULATION PROJECTION
During operations, 150 staff/workers will be deployed at site.
5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.)
The proposed landuse at site is provided in Table 5.1.
Table 5.1 Landuse breakup at site
S. No. Particular Area (m2)
1. Central warehouse and
downfilling section
6643
2. PESO Solvent Storage 1952
3. Utilities 472
4. Security 112
5. Scarp yard 55
6. Water tank 90
7. Truck driver amenity 120
8. ETP 200
9. Electrical substation 155
10. Area for safe distance in PESO 6667
11. Parking area 2793
12. Internal roads 12841.5
13. Green area 3844.5
14. Central warehouse (future
expansion)
2500
Total 38445
5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)
On the basis of the preliminary site visit, the infrastructure demand in the
villages was assessed on the basis of need and priority. Employment would be
as per prevailing norms of state government for skilled and unskilled people
for the proposed project activity.
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5.5 AMENITIES/ FACILITIES
Facilities such as Security Building, Driver & contract worker amenity room
etc. will be provided at site.
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6 PROPOSED INFRASTRUCTURE
6.1 INDUSTRIAL AREA (PROCESSING AREA)
• Central warehouse and downfilling area;
• PESO solvent area.
6.2 RESIDENTIAL AREA (NON- PROCESSING AREA)
• Utility building;
• ETP;
• Substation;
• Scarp yard;
• Security;
• Truck driver amenity.
No residential area is proposed in the project.
6.3 GREENBELT AREA
3844.50 sqm of land area is proposed as green area in the project.
6.4 SOCIAL INFRASTRUCTURE
The requirement of social infrastructure will be assessed and provided in the
project.
6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/ WATER
WAYS ETC)
The site is well connected with other parts of the region through road
network. The road connecting site to MIDC internal road will be constructed
by MIDC.
6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER)
Total water requirement is assessed as 107 KLD for the project. Fresh water
will be supplied by MIDC.
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6.7 SEWERAGE SYSTEM
An ETP of 11 KLD is proposed at site for treatment of wastewater. Treated
water will be reused at site. The ETP will be based on MBBR technology. The
schematic of ETP is provided in Figure 6.1.
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Figure 6.1 Schematic Diagram of ETP
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6.8 INDUSTRIAL WASTE MANAGEMENT
There will no process waste generation in the project.
6.8.1 Solid and Hazardous Waste
6.8.1.1 Municipal Solid Waste
The total municipal solid waste likely to be generated during operation phase
is about 40 kg/day. The waste will be segregated into biodegradable and non -
biodegradable waste and will be disposed through local municipal body.
6.8.1.2 Packaging waste
Non-contaminated secondary packaging waste (approximately 20 tonnes per
month) will be sold to vendors for reuse and recycle.
6.8.1.3 E-waste
E-waste (approximately 5 MT/A) comprising of used computers from office
area, waste electronic material from site will be disposed off through
authorized e-waste recyclers.
6.8.1.4 Hazardous waste
Following categories of hazardous waste will be generated at site:
• 32.1- Spent chemicals
• 33.3- Discarded containers/barrels/liners contaminated with hazardous
wastes /chemicals
• 34.3 Chemical sludge from waste water treatment
An authorized waste management agency will be hired for handling solid waste generated during operational phase. Hazardous Waste shall be collected in leak proof containers at isolated place and then it will be given to approve vendor of CPCB/MPCB as per Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016, as amended.
6.9 POWER REQUIREMENT AND SUPPLY/ SOURCE
The power requirement for the project is 708 KW.
Source: MSEDCL
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7 REHABILITATION AND RESETTLEMENT (R & R) PLAN
The proposed project is located in MIDC area. Hence no rehabilitation and
resettlement required for the project.
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8 PROJECT SCHEDULE & COST ESTIMATES
8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF COMPLETION
(TIME SCHEDULE FOR THE PROJECT TO BE GIVEN).
The construction activities will be started after obtaining Environmental
Clearance and Consent to Establish for the project. The time schedule for the
project is given below:
8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC
VIABILITY OF THE PROJECT.
The total investment is expected to be around 130 crores.
Year
Month
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
tasks
Basic engineering
Land identification
Land purchase
Detailed engineering
Procurement activities
Permits
Construction
Qualification & handover
Project closure
2017 2018 2019
Site ready
Construction complete
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9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO BE
LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA
As part of the EIA study, project will assess the needs of the surrounding
communities which will be incorporated in the CSR plan of the project. By
CSR activity company management will committed to support and improve
the socio economic conditions of the surrounding population.