PRE FEASIBILITY REPORT -...

PRE FEASIBILITY REPORT

for

PROPOSED EXPANSION OF EXISTING DYES

MANUFACTURING UNIT

of

M/s. ASTIK DYESTUFF PVT. LTD.

Plot No. 707/B & C, GIDC Indusrial Estate,

Ankleshwar ‐ 393 002, Dist. Bharuch, Gujarat

CONTENTS

Sr. No. Description Page No.

1. Executive Summary 1

2. Introduction of the Project/Background information 3

3. Project Description 6

4. Site Analysis 11

5. Planning Brief 20

6. Proposed Infrastructure 26

7. Rehabilitation and resettlement (R & R) Plan 27

8. Project Schedule & Cost Estimates 27

9. Analysis of Proposal (Final Recommendations) 28

1

1.0 EXECUTIVE SUMMARY

1.1 Company Profile

"Astik Dyestuff Pvt. Ltd. is one of the largest Reactive Dyes manufacturers in India. Since its

inception in 1980 as mainly a Turquoise blue manufacturer named as Mohita Dyechem,

Today, the company has one of the most comprehensive product sites in the reactive

dyestuff industry. Mohita Dyechem merging into Astik Dyestuff Pvt. Ltd. was a strategic

synergy generation move as part of our expansion and restructuring efforts.

Headquartered in Mumbai, India, Astik has one state of the art manufacturing facilities in

Ankleshwar, Gujarat. This intentional geographical diversification of manufacturing facilities

enables better risk management against unforeseen circumstances as well as optimization

of local resources.

1.2 Project Details Products along with Production Capacity (Existing and Proposed) SR.

NO.

NAME OF PRODUCTS QUANTITY (MT/ MONTH)

EXISTING TOTAL AFTER PROPOSED

EXPANSION

1 Reactive Black

130

600

2 Reactive Blues

3 Reactive Red

4 Reactive Violets

5 Reactive Yellows

6 Reactive Golden Yellows

7 Reactive Navy Blues

8 Reactive Oranges

9 Acid Green Brown

Total 130 600

2

1.3 Raw Material Consumption

Raw materials are used are Acetic Anhydride, Ammonia, Copper Sulphate, Caustic Soda Lye,

H‐Acid, J‐Acid, K‐Acid, Sodium Bicarbonate, Cynuric Chloride, 2‐Ethyl Hexanol, HCl, Sodium

Nitrite, Sulfamic Acid, Sulfanilic Acid, Vinyl Sulphone, N‐Ethyl Aniline, etc.

1.4 Water Requirement, Waste Water Generation and Treatment

In Existing facility, total water consumption is 80 KL/day which is met through GIDC water

supply. Total wastewater generation is 61 KL/day which is treated in existing ETP and

treated effluent is discharged into GIDC underground drainage system leading to FETP of

M/s. Narmada Clean Tech Ltd. (NCTL), Ankleshwar for further treatment and its ultimate

disposal into deep sea through NCTL pipeline.

After proposed expansion, total water consumption will be 127 KL/day. After proposed

expansion, effluent quantity will be decreased so waste water generation will be 57

KL/day and shall be treated and disposed same way as existing.

1.5 Air Pollution Source and Control Management

In Existing facility, there is emission from Boiler, Hot Air Generator of Spray Dryer and D.G.

Set. To control the emission, adequate stack height is provided. To control the emission

from process vent, wet scrubber is provided.

After proposed expansion, there will be emission from vent of Hot Air Generator of Spray

Dryer to be installed. Wet Scrubber will be installed to control emission.

1.6 Hazardous Waste In Existing Scenario, hazardous waste generation is ETP Sludge @75 MT/Annum, Used oil

@0.36 KL/Annum and Discarded Containers/ Bags/Liners @3030 Nos./Annum. ETP Sludge is

being sent to TSDF of BEIL, Ankleshwar for final disposal. Used Oil is disposed by selling to

registered re‐processor. Discarded Containers/ Bags/Liners are disposed by selling to

authorized re‐cycler after decontamination.

3

After Proposed Expansion, total hazardous waste generation will be ETP Sludge @75

MT/Annum, Used oil @0.5 KL/Annum and Discarded Containers/ Bags/Liners @14030

Nos./Annum. Mode of disposal will be same as per existing.

1.7 Green Belt

Total 13,557.9 sq. meter land area is available at site, out of this area about 432 sq. meter

area is covered as greenbelt and other forms of greenery. Adequate Green belt will be

developed as required internally along the periphery of site.

1.8 Power & Fuel Requirements

The power requirement is 300 KVA met through GEB. After proposed expansion, total

power requirement 450 KVA which shall also be met through GEB. D.G. Set of 200 KVA

capacity are installed for emergency used only.

In existing scenario, NG at rate of 50 SM3/hr is used in Boiler and 90 SM3/hr Hot Air

Generator of Spray Dryer. 40 Liter/hr LDO is used in D.G. Set (emergency used only). After

proposed expansion, additional 250 SM3/hr NG to be used in proposed Hot Air Generator of

Spray Dryer.

2.1 Identification of the project and project proponent.

Identification of the project

Proposed Expansion of existing dyes manufacturing unit located at Plot No. 707/B & C,

GIDC Industrial Estate, Ankleshwar‐393 002, Dist. Bharuch, Gujarat

4

Identification of the project proponent

"Astik is one of the largest Reactive Dyes manufacturers in India. Since, its inception in 1980

as mainly a Turquoise blue manufacturer named Mohita Dyechem, today, the company has

one of the most comprehensive product suites in the reactive dyestuff industry. Mohita

Dyechem merging into Astik was a strategic synergy generation move as part of their

expansion and restructuring efforts. Astik has managed to retain its position as a top 10

manufacturer in India, mainly by its focus on research and development and has

successfully developed several specialty products which is unmatched in the industry. Astik

is also a key suppliers to the largest MNCs globally.

This intentional geographical diversification of manufacturing facilities enables better risk

management against unforeseen circumstances as well as optimization of local resources.

Astik Dyestuff Pvt. Ltd. is ably led by the following industry veterans ‐

Mr. C. B. Karkera, Chairman ‐ An economics graduate from Elphistone College, Mumbai and

leads the Production and Commercial ‐ Purchase divisions of the company. He has more

than 35 years of experience including 30 years in the manufacturing division.

Mr. Ram D. Ajekar, Managing Director ‐ He is an economics graduate from Elphistone

College, Mumbai as well and heads the Finance and Marketing division of the company. He

has more than 35 years of experience in the dyestuff industry and is also the Immediate

Past President of the Dyestuff Manufacturers Association of India (DMAI ‐ Estd. 1950)

Mr. S .B. Shetty, Technical Director ‐ He is B.Sc. Tech ‐ Dyes and Intermediates from Institute

of Chemical Technology, Mumbai (Formerly UDCT) and he has 35 Years experience in

Reactive Dyes, is involved as Technical Advisor for plant.

5

Mr. Mithun Ajekar, Director Strategic Planning ‐ He has Bachelors Degree in Chemical

Engineering from Mumbai University and MBA ‐ Marketing from Mason School of Business,

USA. He joined the company in 2010 and leads the strategic planning and business

development activities. Prior to this he worked for 5 years as Vice President in Wells Fargo

Bank, USA.

2.2 Brief description of nature of the Project

Proposed Expansion of existing dyes manufacturing unit.

2.3 Need for the project and its importance to the country and or region

The demand for products manufactured by M/s. Astik Dyestuff Pvt. Ltd. is increasing in the

country as well as in the international market and by increasing in production capacity of

existing products will be able to meet the demand of various products locally/overseas. This

will also generate direct and indirect employment opportunity for various levels of people.

2.4 Demand‐Supply Gap

Based on our informal survey of the market with our current customers and various traders,

we have found that there is a big potential for the range of the products we are planning to

increase the production capacity.

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials and the non availability of some

materials, we will have to import some of raw materials as they are not available

indigenously. This will make us very competitive against imported finished products and we

will be able to increase the export of our finished products to international market.

6

2.6 Export possibility

At present products are exported to USA, Brazil, Italy, UK, Portugal, Thailand, Hong Kong,

Indonesia, Pakistan, China, Turkey. We are always looking to forge new partnerships and

enquires on international dealerships are strongly encouraged.

2.7 Domestic/Export Markets

Our widespread and disciplined sales network spanning all the major textile centers in India

has made us a force to reckon with in the domestic market.

2.8 Employment Generation (Direct and Indirect) due to project.

M/s. Astik Dyestuff Pvt. Ltd. will give direct employment to local people based on

qualification and requirement after expansion. In addition to direct employment, indirect

employment shall generate ancillary business to some extent for the local population.

3.0 Project Description

3.1 Type of Project including interlinked and interdependent projects, if any.

No interlinked project has been submitted.

7

3.2 Location (map showing general location, specific location and project boundary & project site layout) with coordinates.

• Map showing general location (Google Image)

India

GIDC Industrial Estate, Ankleshwar

8

• Plot Layout

9

3.3 Details of alternate sites considered and the basis of selecting the proposed site,

particularly the environmental considerations gone into should be highlighted.

Looking to the market demand of the products in India & abroad and for future survival it is

decided by M/s. Astik Dyestuff Pvt. Ltd. to expand the production capacity of existing

products.

Major factors involved in the selection of site are listed below:

• Proposed expansion activity is within the GIDC Industrial Estate, Ankleshwar. Minor site

clearance activities shall be carried out to clear shrubs and weed.

• The project site is located on level ground, which does not require any major land filling

for area grading work.

• Proximity to Raw Material suppliers.

• Site is very well connected by road and railway.

• Availability of NG, Power, Water, etc.

Modern infrastructure support and amenities at par in other global markets, including:

Efficient transport facilities.

Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section‐1.2, Page No. 1.

3.5 Project Description with process details (a schematic diagram/flow chart showing the

project layout, components of the project, etc. should be given)

Reference: Form‐I, Annexure‐III.

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.

For raw material required along with quantity; Please refer Form‐I, Annexure‐I. Products are

used in international market as well as domestic market.

10

3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be

briefly outlined.

At present some efforts were put to recycle and reuse the treated water for cleaning of

vessel and filter press. After proposed expansion, every effort will put to recycle/reuse the

water.

3.8 Availability of water its source, energy/power requirement and source should be

given.

Water Source

In existing facility, total water requirement is met through GIDC water supply. After

proposed expansion, water will be available from the same source.

Power & Fuel Requirement

Please refer Section‐1.8, Page No. 3.

3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal.

Reference: Form‐I, Annexure‐IV and V.

11

3.10 Schematic representations of the feasibility drawing which give information of EIA

purpose.

4.0 Site Analysis

4.1 Connectivity

• Site is very well connected by road

• Availability of water, power, etc.

RECONNAISSANCE SURVEY OF EXISTING PLANT ANNUAL REPORT MARKET ASSESSMENT FINANCIAL REPORT PROJECT REPORT

INTRODUCTION

MONITORING OF AIR, WATER & SOIL QUALITY & NOISE LEVELS. DATA ON METEOROLOGY SOCIO‐ECONOMIC STATUS & BASIC AMENITIES. SITE VISITS BY AND INTERVIEWS WITH LOCALS

BASELINE ENVIRONMENTAL

STATUS

ENVIRONMENTAL INFORMATION CENTRE CENTRAL GROUND WATER BOARD GUJARAT POLLUTION CONTROL BOARD (GPCB) PUBLIC HEALTH ENGINEERING DEPT. AGRICULTURE DEPARTMENT FOREST DEPARTMENT IRRIGATION DEPARTMENT EMPLOYMENT EXCHANGE HEALTH CENTER CENSUS DEPT. INDIAN METEOROLOGICAL DEPT.

SOCIOECONOMIC STATUS &

INFRASTRUCTURE

EXISTING PLANT

FACILITY DESCRIPTION

IMPACTS METHODOLOGY OF

IMPACT ASSESSMENT

IDENTIFICATION & ASSESSMENT OF IMPACTS EVALUATION OF IMPACTS BY MATRIX METHOD

SOURCE OF INFORMATION OVERVIEW OF E. I. A. STUDIES

ACTIVITIES

ENVIRONMENTAL MANAGEMENT PLAN

DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR POLLUTION CONTROL, HAZARDOUS WASTE MANAGEMENT, GREEN BELT DEVELOPMENT MONITORING PROGRAM

RISK ANALYSIS STUDIES & DISASTER

MANAGEMENT PLAN

SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR. CONSEQUENCE ANALYSIS

PREPARATION OF DISASTER MANAGEMENT PLAN

12

4.2 Land Form, Land Use and Land Ownership

(Courtesy: Environmental Information Center, New Delhi)

13

4.3 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.


14

AREAS UNDER DIFFERENT LANDUSE


4.4 Existing Infrastructure

Reference: Form‐I, Annexure‐II.

SR.

NO.

LAND USE

CLASSIFICATION

AREA WITHIN 10 KM OF

PROJECT LOCATION

PERCENTAGE OF TOTAL

AREA

1 Water Bodies 1.12 0.36

2 Open Barren Land 40.89 13.02

3 Agriculture Land 66.61 21.21

4 Fallow Land 161.75 51.50

5 Degraded Vegetation 3.29 1.05

6 River 8.03 2.56

7 Marshy Land 0.51 0.16

8 Habitation & Settlement 22.3 7.10

9 Sand & Beach 0.48 0.15

10 Miscellaneous Land 9.08 2.89

Total 314.06 100.00

15

4.5 Soil Classification

Soil Characteristics under Project Area are as below Table; SOIL CHARACTERISTICS UNDER PROJECT AREA

Mapping

Category

Area in (Sq km) Description

Taxonomy1

Taxonomy2 Class

Sub_Class

Soil Unit (Order)

Physiography Depth

Erosion Drainage

Surface Texture pH

Salinity/Alkalinity

Calcareousness

Fertility

A 115.38

Very deep, moderately well drained, fine soils on very gently sloping basalic interfluves with slight erosion; associated with deep well drained, calareous fine soils with slight erosion

Fine, montmorillonitic, hyperthermic Typic Chromusters

Fine, montmorillonitic, hyperthermic Vertic Ustochrepts

soils of west coast(soils of gujarat plain)

soils of interfluves

Vertisol/ Inceptisol

Very Gently sloping Basaltic

interfluves

Very Deep‐ Deep Slight

Mod. Well

Drained Fine Neutral Nil

Calcareo

us Mediu

m

B 28.58

Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and slight salinity; associated with deep, moderately well drained calcareous fine soils with slight erosion and slight salinity


Fine, montmorillonitic (calcareous) hyperthermic Typic Chromusterts


soils of alluvial plains Inceptisol

Nearly level

alluvial Plains

V.Deep‐Deep Slight

Mod. Well

Drained Fine Slightly alkaline

Slight Salinit

y

Calcareo

us Mediu

m

C 21.93

Deep, well drained, clacareous, fine soils on very gently sloping alluvial plain with slight erosion and slight salinity; associated with

Fine, montrmorillonitic, hyperthermic Typic Chromusterts

Fine, montmorillonitic (calcareous) hyperthermic Vertic Ustochre



Very gently sloping alluvial plain

Deep‐V.Deep Slight

Well‐ Imperfect

ly Drained

Fine Loamy

Slightly alkaline Slight Nil

Medium

16

very deep, imperfectly drained, calcareous, fine‐loamy soils with slight erosion

pts

D 4.78

Very deep, well drained, calcareous, fine‐loamy soils on gently sloping alluvial plain with moderate erosion; associated with deep, well drained, calcareous, fine‐loamy soils on very gently sloping lands with moderate erosion

Fine, montmorillonitic, hyperthermic Typic Chromusterts

Fine, montmorillonitic (calcareous), hyperthermic Typic Chromusterts



Gently sloping alluvial plain/ Very

gently sloping lands

V.Deep‐Deep

Mod. Erosio

n Well

drained

Fine loamy soils

Slightly alkaline Nil

Modera

te Mediu

m

E 11.89

Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion; associated with very deep, moderately well drained, fine soils on nearly level lands with slight erosion.

Fine, montmorillonitic, isohyperthermic Vertic Ustropepts

Fine, montmorillonitic (calcareous), isohyperthermic Vertic Ustropepts


soils of alluvial plains Vertisol

Very gently sloping alluvial plain/ Nearly level lands Very Deep

Sligt‐Mod.

Mod. Well

Drained Fine Soil

Slightly alkaline Nil Nil

Medium

17

F 80.99

Very deep, moderately well drained, fine soils on neraly level alluvial plain with slight erosion; associated with very deep moderately well drained, calcareous, fine soils on gently sloping lands with severe erosion


Fine, montmorillonitic (calcareous) hyperthermic Typic Chromusterts



Nearly level

aluvial plain / gently sloping lands Very Deep

Slight‐Severe

Mod. Well

Drained Fine Soil


Low‐ Mediu

m

G 17.86

Very deep, moderately well drained, fine soils on nearly level alluvial plain with moderate erosion; associated with very deep, moderately well drained, calcareous, fine soils on gently sloping lands with severe erosion

Fine, montmorillonitic, isohyperthermic Typic Chromusterts

Fine, montmorillonitic, (calcareous), hyperthermic Udic Chromusterts



Nearly level

aluvial plain / gently sloping lands Very Deep

Mod.‐Severe

Mod. Well

Drained Fine Soil


Low‐ Mediu

m

H 22.51

Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion and moderate salinity; associated with very deep, moderately well drained



Very gently sloping alluvial plain Very Deep

Moderate

Mod. Well

Drained Fine Soil

Slightly alkaline

Moderate Nil

Low‐ Mediu

m

18

calcareous, fine soils with moderate erosion

J 2.36

Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and moderate salinity; associated with very deep, imperfectly drained, calcareous, very fine soils with slight erosion and moderate salinity

Fine, montmorillonitic, hyperthermic Typic Chromusterts

Fine, montmorillonitic (calcareous), hyperthermic Typic Chromusterts


soils of alluvial plains

134, Vertisol

Nearly level

alluvial plain Very Deep

Slight Erosio

n

Weel Drained‐

Imperfect‐Drained

Fine Soils‐V.Fine Soils

Slightly alkaline

Moderate Nil

Medium

(Courtesy: Environmental Information Centre, New Delhi)

19

SOIL CHARACTERISTICS MAP

(Courtesy: Environmental Information Centre, New Delhi)

20

4.6 Climatic data from secondary sources.

We will incorporate climatic data in EIA report.

4.7 Social infrastructure available.

Social infrastructure is available nearby includes water and power supply, rail and road

transportation, hospitals, Police station, Disaster Management Centre and Schools.

5.0 Planning Brief

5.1 Planning Concept (type of industries, facilities, transportation etc) Town and Country

planning/Development authority classification.

Type of Industry: Proposed Expansion of existing dyes manufacturing unit.

5.2 Population Projection

Name Population

(Persons)

Population Density

(Person / sq. km.)

Sex ratio

(No. of females per

1000 males)

Within 5 km Radius (1991) 36,000 508 840

Within 10 km Radius (1991) 1,63,063

547 879

Ankleshwar Taluka (1991) 1,90,043 437 891

Ankleshwar Taluka (2001) 2,62,823 604 870

District Bharuch (1991) 1546145 171 931



(Courtesy: Census Dept., GOI)

5.3 Land use planning (breakup along with green belt etc.)

Total Plot Area: 13,557.9 m2

Existing Developed Area: 4,853.58 m2

Area to be developed (including open area): 8,704.32 m2

21

5.4 Assessment of Infrastructure Demand (Physical & Social) • Employment would be as per prevailing norms of state government for skilled and

unskilled people for the proposed project activity.

• Social Welfare

• Cordial relation with the industry shall be established and representation shall be made

to villagers for help for creation of facilities related to health, education, etc.

22

5.5 Amenities/Facilities

Details of amenities available in study area

TALUKA LOCATION CODE

VILLAGE EDUCATIONAL MEDICAL DRINKING WATER

POST & TELEGRAPH

TRANSPORTATION

APPROACH TO VILLAGE

NEAREST TOWN

POWER SUPPLY

Ankleshwar 6 Diva P (5), H, O PHS, D, RP (3), CHW

T, W PO, PHONE BS PR, KR, KR Ankleshwar‐3

EA

7 Divi P (3) ‐(‐5 KMS) W, HP ‐(‐5 KMS) BS PR, KR Ankleshwar‐3

EA

8 Surwadi P (2) RP (2), CHW T, W, HP PO BS PR, KR Ankleshwar‐2

EA

9 Borbhatha P (3) PHS, FPC T, W PO, PHONE BS PR, KR Ankleshwar‐2

EA

11 Borbhatha bet P (4) ‐(‐5 KMS) T, W, R PO, PHONE

BS PR, KR, NR Bharuch‐3 EA

12 Kansiya

P (4) ‐(‐5 KMS) T, W PO, PHONE BS PR Bharuch‐4 EA

13 Chhapra P (3) CHW W, HP PO BS PR, KR Ankleshwar‐8

EA

14 Mandvabuzarg P (6), H, O PHC, D, RP (2), SMP, CHW (3)

T, W, HP PTO, PHONE BS PR

Ankleshwar‐12

EA

15 Samor P (2) PHS, FPC, CHW T, W, HP PO BS PR Ankleshwar‐9

EA

16 Andada P (6), H, PUC, AC (2), O

PHS, RP (3) T, W PO, PHONE BS PR Ankleshwar‐3

EA

17 Amrutpura P (2) ‐(5‐10 KMS) W, HP ‐(‐5 KMS) BS PR Ankleshwar‐10

EA

18 Motali P (3) ‐(5‐10 KMS) T, W, R PO, PHONE BS PR Ankleshwar‐9

EA

19 Uchhali P (2) CHW W, TK, HP ‐(‐5 KMS) ‐(‐5 KMS) PR, KR Ankleshwar‐10

EA

23

20 Sarangpore P (2) CHW W, HP PHONE BS PR, KR Ankleshwar‐10

EA

21 Gadkhol P (2), H RP T, W ‐(‐5 KMS) BS PR Ankleshwar‐3

EA

22 Amboli P (2) ‐(‐5 KMS) W, TW PO, PHONE BS PR, KR Ankleshwar‐1

EA

23 Boidara P (2) ‐(‐5 KMS) T, W PO, PHONE BS PR, KR Ankleshwar‐1

EA

29 Umarwada P (3), O PHS, RP T, W, HP PO, PHONE BS PR, KR Ankleshwar‐6

EA

31 Kapodara P (2), O PHS, FPC, CHW T, W PO, PHONE BS PR Ankleshwar‐7

EA

32 Bhadkodara P (2) CHW T, W PO, PHONE ‐(‐5 KMS) PR, KR Ankleshwar‐7

EA

33 Piraman P (3), TR, O PHS T, W PO, PHONE BS PR, KR Ankleshwar‐1

EA

34 Jitali P (3), H, AC (4), O

PHC, RP, SMP, CHW

T, W, HP PO, PHONE BS PR, KR Ankleshwar‐10

EA

35 Dadhal P (3), O PHS, FPC, CHW T, W, HP PO, PHONE BS, RS PR, KR Ankleshwar‐9

EA

36 Kararvel P (2), AC, O CHW T, W, TK PO BS PR, KR Ankleshwar‐12

EA

37 Avadar P (2), AC ‐(‐5 KMS) T, W, HP PO BS PR, KR Ankleshwar‐10

EA

38 Piprod P (2), O CHW W, HP PO BS PR, KR Ankleshwar‐16

EA

39 Pardi mokha P (2), O CHW T, W ‐(‐5 KMS) BS PR, KR Ankleshwar‐16

EA

40 Sangpor P (3) PHS, CHW T, W PO BS PR, KR Ankleshwar‐17

EA

41 Kosamadi P (6), O PHS, RP (3) T, W, HP PO, PHONE BS PR, KR Ankleshwar‐12

EA

24

42 Bakrol P (2) CHW T, W, HP ‐(‐5 KMS) BS PR, KR Ankleshwar‐8

EA

43 Sanjali P (2), O CHW T, W PO, PHONE BS, RS PR, KR Ankleshwar‐10

EA

55 Kharod P (3), H, O (2) CHW, PHC, CWC T, W PO, PHONE BS PR, KR Ankleshwar‐10

EA

56 Bhadi P (2), O ‐(‐5 KMS) T, W PO BS PR, KR Ankleshwar‐12

EA

Jhagadia 125 Boridara P (2) CHW W, TK, TW, HP

‐(‐5 KMS) BS, RS PR, KR Ankleshwar‐12

EA

126 Mulad P (2) PHS, CHW T, W, TK, TW, HP

PO BS PR, KR Bharuch‐9 EA

127 Naugama P (2) CHW T, W, TK, HP, R

‐(‐5 KMS) BS PR, KR Bharuch‐8 EA

128 Kharchi Bhilwada

P CHW T, W, TK, HP ‐(‐5 KMS) BS, RS PR, KR Ankleshwar‐10

EA

129 Kharchi P (2) PHS, FPC, CHW W, TK, HP PO, PHONE BS, RS PR, KR Ankleshwar‐10

EA

158 Sardarpura P (2) CHW T, W, TK, HP ‐(‐5 KMS) BS KR Ankleshwar‐14

EA

159 Untia P (2) CHW T, W, HP ‐(‐5 KMS) BS KR Ankleshwar‐12

EA

160 Dadheda P (2), O ‐(‐5 KMS) T, W, TK, HP PO BS PR Ankleshwar‐11

EA

Valia 1 Kondh P (4), H, O PHS, D, FPC, RP, CHW

T, W PO BS PR, KR Ankleshwar‐12

EA

2 Vatariya P (2) CHW W PO, PHONE BS PR, KR Ankleshwar‐15

EA

Mangrol 9 Boridara P CHW T, W, TK PO BS KR Kosamba‐15 ED, EAG (Courtesy: Census Dept., GOI)

25

ABBREVIATIONS

1. Education • P‐Primary Elementary School • H‐Matriculation or Secondary • Other Educational Institution • PUC‐Higher Secondary/ Intermediate/

pre‐University/junior Collage • Ac‐ Adult Literacy Class • Tr‐Training School

5. Communication• BS‐Bus Station • NW‐Navigable Waterway

2. Medical Facilities • RP‐Registered Private Practitioner • PHS‐Primary Health Sub‐Centre • FPC‐Family Planning Centre • PHC‐Primary Health Centre • D‐ Dispensary • CHW ‐ Community Health

Worker/Health Worker • H ‐ Hospital • NH ‐ Nursing Home • MH ‐ Maternity Home • PHC ‐ Public Health Centre • CWC ‐ Child Welfare Centre • TB ‐ T.B Clinic • O – Others

6. Approaches to Village • PR‐Pucca Road • KR‐Kuchcha Road

3. Drinking Water • T‐Tap Water • HP‐Hand Pump • TK‐Tank Water • W‐Well Water • R‐River Water • C‐Canal • N ‐ Nallah • S – Spring • TW‐ Tube well Water

7. Power Supply • EA‐Electricity for all purposes • EAG ‐ Electricity for Agriculture • ED ‐ Electricity for domestic • EO ‐ Electricity for other purpose like

Industrial, Commercial etc.

4. Post & Telegraph • PO‐Post Office • PTO‐Post & Telegraph • Phone‐Telephone Communication

26

6.0 Proposed Infrastructure

6.1 Industrial Area (Processing Area)

Processing Area (Plant facilities, ETP Area and Engineering / Utility Services)

Existing developed Area: 3896 m2

Proposed area to be developed: 525 m2

6.2 Residential Area (Non Processing Area)

Non Processing Area (Green belt, Raw material storage area, finished product storage

area and open area):

Existing developed Area: 957 m2

Proposed area to be developed: 1000 m2

Open Area: 7179.9 m2

6.3 Green Belt

Total 13,557.9 sq. meter land area is available at site, out of this area about 432 sq.

meter area is covered as greenbelt and other forms of greenery.

6.4 Social Infrastructure

Social infrastructure is available nearby includes water and power supply, rail and road

transportation, hospitals, Police station, Disaster Management Centre and Schools

6.5 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc.)

Major factors involved in the selection of site are listed below:

• Site is very well connected by road

• Proximity to Raw Material suppliers

• Availability of power evacuation facilities

• Availability of water for industrial use

6.6 Drinking water Management (Source & Supply of water)

Total water requirement shall meet through GIDC supply.

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6.7 Sewerage System

Sewage is connected to the equalization of ETP and treated along with industrial

wastewater and sent to FETP for further treatment and final disposal.

6.8 Solid Waste Management

Please refer Form‐I, Annexure‐VI. 6.9 Power Requirement & Supply/Source

Please refer Section 1.8, Page No. 3 of this report.

7.0 Rehabilitation and Resettlement (R & R) Plan

7.1 Policy to be adopted (central/state) in respect of the project affected including

home oustees, land oustees and landless laborers (a brief outline to be given)

There is no habitation on the proposed project activity area and it is barren land which

was purchased from GIDC for development of company, so R & R policy is not applicable

to this project.

There shall not be displacement of any population in project area. Any major activity

that may lead to resettlement of the people is considered as permanent impact. Hence,

there is no permanent impact on this account. The increasing industrial activity will

boost the commercial and economical status of the locality up to some extent.

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).

We shall start construction for proposed expansion project after getting EC & CTE. And

we shall start manufacturing after applying for CC&A.

8.2 Estimated Project cost along with analysis in terms of economic viability of the

project.

Total Cost for proposed project activity is Rs. 5.20 crore.

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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.

• Employment would be as per prevailing norms of state government for skilled and

unskilled people for the proposed expansion activity.

• Social Welfare shall be done.

• Cordial relation with the industry shall be established and representation shall be

made to villagers for help for creation of facilities related to health, education, etc.

PRE FEASIBILITY REPORT -...

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