Pre-Feasibility Report Final - Welcome to...

0

PRE-FEASIBILITY REPORT

for

PROPOSED BULK DRUGS MANUFACTUIRNG UNIT

of

M/s. MAHEK LIFE SCIENCE

Plot No. 2329, GIDC Industrial Estate, Panoli - 394 116,

Taluka: Ankleshwar, Dist: Bharuch, Gujarat.

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.

403, Centre Point, Nr. Kadiwala School, Ring

Road, Surat - 395002

Prepared By:











Prepared By:

1

CONTENTS

Sr. No. Description Page No.

1. Executive Summary 2

2. Introduction of the Project/Background information 8

3. Project Description 10

4. Site Analysis 15

5. Planning Brief 22

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

2

1.0 EXECUTIVE SUMMARY

1.1 Company Profile

M/s. Mahek Life Science proposes bulk drugs manufacturing unit to be located at Plot. No.

2329, GIDC Industrial Estate, Panoli - 394 116, Taluka: Ankleshwar, Dist: Bharuch, Gujarat.

1.2 Project Details

Proposed Products along with Production Capacity

Sr.

No.

Products CAS No. Proposed Capacity

(MT/Month)

1 Citrizine Di HCl 83881-52-1

10

2 Levocetirizine Di HCl 130018-87-0

3 Pregabalin 148553-50-8

4 Gabapentine 60142-96-3

5 Sildenafil Citrate 171599-83-0

6 Diclofenac Sodium 15307-79-6

7 Chlorzoxazone 95-25-0

8 Mefenamic Acid 61-68-7

9 Ondansentrone HCl 103639-04-9

10 Rosuvastatin Calcium 147098-20-2

Total 10

1.3 Raw Materials Consumption

Sr. No. Raw Material Consumption Quantity

(MT/MT)

1. Citrizine Di HCl

Chloro Benzene 0.83

Benzoile Chloride 1.04

Aluminium Chloride 0.01

Sodium Hydroxide 0.30

Methyl Alcohol 1.13

Sodium Borohydrate 0.06

3

Toluene 1.96

Thionyl Chloride 0.71

Hydroxy Ethyl Piperazine 0.67

Sodium Hydroxide Lye 1.67

Sodium Mono Chloro Acetate 0.32

Dimethyl Formamide 1.54

Potassium Hdroxide 0.54

Acetone 3.33

Activated carbon 0.02

HCl gas 0.17

2 Levocetirizine Di HCl

Ammonium formate 3.00

4-chloro benzophenone 3.00

HCl 3.53

Caustic soda 1.87

MDC 30.87

Tartaric acid 1.30

DIPEA 1.26

BIS-Amide 1.25

HBR in acetic acid 8.97

Toluene 20.64

2-chloro ethanol 0.80

Tri ethyl amine 1.15

Dimethyl formamide 0.26

Sodium monochloro acetate 0.83

Caustic potash flakes 0.50

Acetone 2.26

Sulfuric acid 0.50

3 Pregabalin


4-CMH 1.37

Liquid Bromine 1.23


Hyflo 0.02

Hydrochloric acid 2.46

IPA 7.06

4 Gabapentine

4

1-Cycloacetic Acid 1.67

Urea 1.00

NaOH 0.88

Xylene 0.02

Hypo Solution 6.67

Conc. HCl 2.45

Methanol 6.42

Ethyl Acetate 6.42

5 Sildenafil Citrate

2- Pentanone 0.38

SMO Liquor 1.00

Hydrazine Hydrate 80% 0.30

Sulphuric Acid 1.90

Methanol 2.20

Di Ethyl Oxalate 0.77

Methylene Chloride 1.20

C. S. Flakes 0.25

DMS 0.58

HCl 1.20

T.C 0.43

DMF 0.04

HNO3 (98%) 0.47

Ethyl Acetate 1.00

Iron Powder 0.75

Ammonia Gas 0.35

Toluene 0.50

Soda Ash 0.70

2-Ethaoxy Benzoic Acid 0.43

Chlorosulphonic Acid 2.40

N- Methyl Piperazine (NMP) 0.20

EDC 1.00

Citric Acid Monohydride 0.55

Acetone 0.32

Activated Carbon 0.04

Hyflow Super Cell 0.01

6 Chlorohexidine Digluconate Solution (20%)

2,6-Dichlorophenol 0.97

5

Potassium carbonate 0.44

MMCA (Monomethylchloro acetate) 0.70

Toluene 3.11

Sodium Methoxide 0.87

Methanol 1.12

Aniline 0.53

Chloroacetyl Chloride 0.52

Aluminum chloride 0.82



7 Chlorzoxazone

4-Chloro-2- Amino Phenol (4CAP) 0.95

UREA 0.95

Hydrochloric Acid 4.00

Methanol 3.00

Activated Carbon 0.12

Sulphuric Acid 0.10

Acetic Acid 0.50

Sodium Hydrosulphite 0.05

8 Mefenamic Acid

2-Chloro Benzoic Aid 0.54

2,3-Xylidine 0.46

Toluene 0.03 KL

K2CO3 0.24

Cuprous Chloride 0.081

DMF 0.05

Carbon 0.02

Liq. Ammonia 0.011

Hyflow 0.54

9 Ondansentrone HCl

Ondensetron Base 0.91

IPA 3.55

HCl 0.21

10 Rosuvastatin Calcium

4-Fluoro Benzaldehyde 0.52

4-Methyl-3-oxo-Pentatonic Acid Ethyl Ester 0.66

Potassium Hydroxide 0.24

6

Methyl Iodide 0.60

Methanol 5.50

5-Methyl Iso Thio Urea 0.35

2,3-Dichloro-5,6-Dicyano Benzoquinone 0.85

HMPA 1.00

MDC 8.00

Meta Chloro Peroxy Benzoic Acid 0.11

Methyl Amine 0.10

Ethanol 2.50

Methane Sulfonyl Chloride 0.35

Sodium Hydride (60%) 0.01

Di Methoxy Ethane 3.00

Hydrogen 0.01

DIBAL-H 0.01

Toluene 8.00

Methyl(3R)-3-(tert butyl dimethyl silyloxy)-5-

oxo-6-triphenyl phosphoranylidene hexanoate

1.45

Triethyl Amine 0.15

N,N-Dimethyl Formamide 3.00

Hydrogen Fluoride 0.05

THF 7.50

Ethyl Acetate 10.50

Diethyl Methoxy Borane 0.20

Sodium Borohydride 0.01

Calcium Chloride 0.13

1.4 Water Requirement, Waste Water Generation and Treatment

Total raw water requirement will be 17.5 KL/day (Industrial: 13.5 KL/day + Domestic: 2.5

KL/day + Gardening: 1.5 KL/day) which will be met through GIDC water supply. Total waste

water generation will be 7.5 KL/day (Industrial: 5.0 KL/day + Domestic: 2.5 KL/day).

Company is going to set up effluent treatment plant (ETP) with Primary and Tertiary

Treatment Facilities to treat waste water to be generated and treated waste water will be

sent to Common Effluent Treatment Plant (CETP) of M/s. Panoli Enviro Technology Ltd.

(PETL), Panoli for further treatment and disposal. Domestic waste water will be disposed of

through septic tank & soak pit.

7

1.5 Air Pollution Source and Control Management

Sr.

No.

Stack/Vent

attached to

Stack

Height

(meter)

Stack

Diameter

(meter)

Fuel name &

Quantity

Type of

Emission

APCM

1 Boiler

(1,500 Kg/hr)

10 0.15 Agro Waste/

Imported coal

(1,500 Kg/Day)

PM

SO2

NOx

Multicyclone

Separator with

bag filter

2 Thermic Fluid

Heater

(1 Lac KL/hr.)

10 0.15 Agro

Waste/Import

ed coal

(500 Kg/Day)

PM

SO2

NOx

3 Process Vent 15

0.3 -- HCl Water scrubber

followed by

Alkali scrubber

4 D.G. Set*

(125 KVA)

5 0.1 Diesel

25 Liter/hr.

PM

SO2

NOx

--

* To be used in emergency only.

1.6 Hazardous/Solid Waste Generation and Disposal Mode

SR.

NO.

TYPE OF

WASTE

CATEGORY

NO.

QUANTITY DISPOSAL

1 ETP Sludge 34.3

2 MT/Month Collection, Storage, Transportation and

sent to common TSDF site for disposal.

2 Process Waste 28.1 1 MT/Month Collection, Storage, Transportation and

sent to common TSDF site for disposal.

3 Used Oil 5.1 30 Liter/Month Collection, Storage, Transportation and

sell to GPCB registered reprocessor/

8

refiner

4 Discarded

Drums/Bags

33.1 50 nos./Month Collection, Storage, Decontamination,

Transportation & given to GPCB

authorized Vendor

5 Spent Carbon 35.3 1.6 MT/Month Collection, Storage, Transportation and

sent for co-processing in cement

industries or to CHWIF.

6 Distillation

Residue

20.3 2.1 MT/Month Collection, Storage, Transportation and

sent for co-processing in cement

industries or to CHWIF.

1.7 Green Belt

Total 1,500 m2

land area is available at site; out of this area about 225 m2 (15 %) area will be

covered as greenbelt and other forms of greenery.

1.8 Power & Fuel Requirements

• Power Requirement: 250 KVA

• Sources:

- DGVCL

- D.G. Set (Proposed): 125 KVA (to be used in emergency only)

• Fuel Requirement:

- Agro waste/Imported coal: 2000 Kg/day

- HSD: 25 Liter/day

2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION

2.1 Identification of the project and project proponent. In case of mining project, a copy

of mining lease/letter of intent should be given.

• Identification of the project

Proposed bulk drugs manufacturing unit.

9

Identification of the project proponent

• Mr. Chirag Sukhadia

• Mr. Naresh Harkhani

2.2 Brief description of nature of the Project


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

The demand for products intended to be manufactured is increasing in domestic as well as

in international market. To meet this demand, company proposes the project. The project

will also save forex as certain products import will be reduced. This will also generate direct

and indirect employment opportunity for various levels of people.

2.4 Demands-Supply Gap

Based on our informal survey of the market with various manufacturers and traders, we

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

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

may export our finished products in the international market.

2.6 Export possibility

We shall explore possibility of export of our products.

2.7 Domestic/Export Markets

Our products have good demand in local & international markets. We shall explore

possibility of export of our products.

10

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

Company will give direct employment to local skilled and unskilled people based on

qualification and requirement as per prevailing norms of state government 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.

3.2 Location (map showing general location, specific location and project boundary &

project site layout) with coordinates.

• Map showing general location

•

Mahek Life Science

11

• Specific location and project boundary (Google Map)

12

Plot Layout

13

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

particularly the environmental considerations gone into should be highlighted.

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

• Site is very well connected by road and rail

• Proximity to common effluent treatment and hazardous/solid waste disposal facilities

• Availability of sufficient land free from cultivation

• Availability of water for industrial use

• Availability of power evacuation facilities

• Efficient transport facilities within the industrial estate and to & fro the city area.

• Environment-friendly zone.

• Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Reference: Section-1.0, Sub-section 1.2, Page No. 2 of this report.

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-1, Annexure-1, 2 & 3.

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 materials along with consumption quantities

- Reference: Section-1.0, Sub-section 1.3, Page No. 2 of this report.

• We will procure raw materials (as and when require) as much as possible from domestic

market.

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

briefly outlined.

Resource optimization/recycling and reuse shall be envisaged.

14

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

given.

Raw water requirement will be met through GIDC water supply.

Power & Fuel Requirement

Reference: Section-1.0, Sub-section 1.8, Page No. 8 of this report.

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

management/disposal.

Reference: Form-I, Annexure-4, 5 & 6.

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

purpose.

4.0 Site Analysis

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

PROPOSED

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

15

4.1 Connectivity

• Site is very well connected by road and rail.

• Availability of water, power, etc.

4.2 Land Form, Land Use and Land Ownership

(Courtesy: Environmental Information Center, New Delhi)

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.

16


AREAS UNDER DIFFERENT LANDUSE


SR.

NO.

LANDUSE

CLASSIFICATION

AREA WITHIN 10 KM OF

PROJECT LOCATION

PERCENTAGE OF TOTAL

AREA

1 Agriculture 80.32 25.56

2 Fallow Land 135.48 43.11

3 Habitation, Settlement 31.34 9.97

4 Marshy Land 0.20 0.06

5 Miscellaneous Land 28.44 9.05

6 Degraded Vegetation 1.98 0.63

7 Water 2.36 0.75

8 Open & Barren Land 33.37 10.62

9 River 0.74 0.24

Total 314.23 100.00

17

4.4 Existing Infrastructure

• Site is very well connected by road and rail

• Proximity to common effluent treatment and hazardous/solid waste disposal facilities



• Availability of power evacuation facilities

• Efficient transport facilities within the industrial estate and to & fro the city area.

• Environment-friendly zone.


18

4.5 Soil Classification

Soil Characteristics under project area are as below Table;

Map

ping

Cate

gory

Area

in

(Sq

km)

Description Taxono

my1

Taxono

my2

Class Sub_Cla

ss

Soil Unit

(Order)

Physiogr

aphy

Depth Erosion Drainage Surf

ace

Text

ure

pH Salinit

y/Alk

alinity

Calc

areo

usne

ss

Fertility

B 54.8

5

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,

montrm

orilloniti

c,

hyperth

ermic

Typic

Chromu

sterts

Fine,

montmo

rillonitic

(calcare

ous)

hyperth

ermic

Vertic

Ustochr

epts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

interfluv

es

Vertisol/

Inceptisol

Very

Gently

sloping

Very

Deep-

Deep

Slight Mod.

Well

Fine Neutral Nil Calca

reou

s

Medium

C 0.12 Very deep,

moderately

well drained,

fine soils on

very gently

sloping basaltic

interfluves with

moderate

erosion;

associated with

very deep, well

drained, fine

soils with

moderate

erosion

Fine,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sters

Fine,

montmo

rillonitic,

hyperth

ermic

Vertic

Ustochr

epts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

interfluv

es

Vertisol/

Inceptisol

Very

Gently

sloping

Very

Deep

Moderat

e

Mod.

Well

Fine Neutral Nil Nil Medium

19

D 103.

33

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,

montmo

rillonitic,

isohyper

thermic

Vertic

Ustrope

pts

Fine,

montmo

rillonitic

(calcare

ous),

isohyper

thermic

Vertic

Ustrope

pts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Inceptisol Nearly

level

alluvial

V.Deep-

Deep

Slight Mod.

Well

Fine Slightly

alkalin

e

Slight

Salinit

y

Calca

reou

s

Medium

G 63.3

4

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,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sters

Fine,

montmo

rillonitic,

hyperth

ermic

Vertic

Ustochr

epts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertisol Very

gently

sloping

Very

Deep

Sligt-

Mod.

Mod.

Well

Fine

Soil

Slightly

alkalin

e

Nil Nil Medium

20

H 80.9

5

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,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sterts

Fine,

montmo

rillonitic

(calcare

ous),

hyperth

ermic

Typic

Chromu

sterts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertisol Nearly

level

aluvial

Very

Deep

Slight-

Severe

Mod.

Well

Fine

Soil

Slightly

alkalin

e

Nil Nil Low-

Medium

J 1.36 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

calcareous, fine

soils with

moderate

erosion

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Fine,

montmo

rillonitic,

(calcare

ous),

hyperth

ermic

Udic

Chromu

sterts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertisol Very

gently

sloping

Very

Deep

Moderat

e

Mod.

Well

Fine

Soil

Slightly

alkalin

e

Mode

rate

Nil Low-

Medium

21

K 7.83 Moderately

deep,

moderately

well drained,

fine soils on

nearly level

alluvial plain

with slight

erosion and

moderate

salinity;

associated with

very deep,

moderately

well drained,

calcareous, fine

soils with slight

erosion and

slight salinity

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Fine,

montmo

rillonitic,

(calcare

ous),

isohyper

thermic

Udic

Chromu

sterts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertisol Nearly

level

Mod.

Deep-

V.Deep

Slight

Erosion

Well-

Mod.

Fine

Soils

Slightly

alkalin

e

Mode

rate

Nil Medium

L 1.31 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,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Very-

fine,

montmo

rillonitic

(calcare

ous),

isohyper

thermic

Udit

Chromu

sterts

Soils of

west

coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

Vertisol Nearly

level

Very

Deep

Slight

Erosion

Weel

Drained-

Fine

Soils-

V.Fin

e

Soils

Slightly

alkalin

e

Mode

rate

Nil Medium

(Courtesy: Environmental Information Centre, New Delhi)

22

SOIL CHARACTERISTICS MAP

(Courtesy: Environmental Information Centre, New Delhi)

4.6 Climatic data from secondary sources.

Climatic data from primary & secondary sources will be incorporated in EIA Study.

4.7 Social infrastructure available.

Depending on the growth of the company the required social infrastructure will be

provided.

5.0 Planning Brief

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

planning/Development authority classification.


23

5.2 Population Projection

Population data will be incorporated in EIA report.

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

Industrial Area (Processing Area)

Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 800 m2

(approx.)

Residential Area (Non Processing Area)

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

Administration Building, Parking, road and open area) = 700 m2 (approx.)

5.4 Assessment of Infrastructure Demand (Physical & Social)

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

unskilled people.

• 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.

24

5.5 Amenities/Facilities

Details of amenities available in study area

Taluka Village Educational Medical Drinking Water Post &

Telegraph

Communication Approach

to Village

Nearest

Town

Power

Supply

Ankleshwar Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA

Amboli P(2) -(- 5 KMS.) W, TK PO, Phone BS PR, KR Ankleshwar-1 EA

Boidara P(2) -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Nangal P(2) CHW T, W PO, Phone BS PR, KR Ankleshwar-6 EA

Hajat P(2), Ac -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-12 EA

Adol P(2) PHS, FPC, CHW T, W PO BS PR, KR Ankleshwar-11 EA

Umarwada P(3), O PHS, RP T, W, HP PO, Phone BS PR, KR Ankleshwar-6 EA

Safipura UNINHABITED

Kapodara P(2),O PHS, CHW, FPC T, W PO, Phone BS PR Ankleshwar-7 EA

Bhadkodara P(2) CHW T, W PO, Phone -(- 5 KMS.) PR, KR Ankleshwar-7 EA

Piraman P(3), Tr, O PHS T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Kosamadi P(6), O PHS, RP(3) T, W, HP PO, Phone BS PR, KR Ankleshwar-12 EA

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

Sanjali P(2), O CHW T, W PO, Phone BS, RS PR, KR Ankleshwar-10 EA

Alonj P(2), O CHW T, W, HP PO BS PR, KR Ankleshwar-15 EA

Piludara P(2) -(10+ KMS) T, W PO, Phone BS PR Ankleshwar-13 EA

Telva P(2), Ac, O CHW T, W -(-5KMS) BS PR Ankleshwar-16 EA

Pardi Idris P(2) CHW T, W Po BS PR, KR Ankleshwar-12 EA

Adadara P(2) CHW T, W -(-5 KMS.) BS PR Kosamba-7 EA

Utiyadara P(2) -(-5 KMS) T, W -(-5 KMS) BS PR Kosamba-3 EA

Karmali P(2),O -(-5 KMS) T, W Phone BS PR Ankleshwar-13 EA

Ravidra P(2), O PHC, CHW T, W PO, Phone BS PR Ankleshwar-10 EA

Panoli

P(3), H, O H, MH, CWC, PHS, D,

FPC, NH, RP, SMP,

CHW

T, W PTO, Phone BS, RS PR Ankleshwar-10 EA

Kharod P(3), H, O CWC, PHC, CHW T, W PO, Phone BS PR, KR Ankleshwar-10 EA

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

Mangrol Hathuran P(3), Ac(3) PHS T, W, TK, TW, C PO, Phone BS, RS PR, KR Kosamba-5 EA

Nana Borsara P, Ac -(5-10 kms) T, W, TK -(-5 KMS.) -(-5KMS) KR Kosamba-5 EA

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Dhamdod P, Ac, O CHW T, W, TK PO BS PR, KR Kosamba-5 EA

Nandvav P, Ac(2) PHS, CHW T,W, TK, C, N PO BS PR, KR Kosamba-10 EA

Moti Pardi P, Ac CWC, CHW T, W, TK, C -(5-10 Kms) BS PR, KR Kosamba-16

Dinod P PHS, FPC, CHW T, W, TK PO BS KR Kosamba-8 EA

Boridara P CHW T, W, TK PO BS KR Kosamba-15 EA

Mahuej P, Ac(2), O PHS T, W, TW, TK, C PO, Phone BS PR, KR Surat-31 EA

Hansot Ghodadara P(2), O CHW T, W, TK, C PO BS PR, KR Ankleshwar-8 EA

Valia Kondh P(4), H, O PHS, D, FPC, RP, CHW T, W PO BS PR, KR Ankleshwar-12 EA

(Courtesy: Census Dept., GOI)

ABBREVIATIONS

1. Education

P-Primary Elementary School

H-Matriculation or Secondary

O-Other Educational Institution

PUC-Higher Secondary/Intermediate/pre-University/junior

Collage

AC – Adult literacy class

TR – Training center

3. Drinking Water

T-Tap Water

HP-Hand Pump

TK-Tank Water

W-Well Water

R-River Water

C-Canal

N - Nallah

S – Spring

5. Transportation

RS- Railway Station

BS-Bus Station

NW-Navigable Waterway

2. Medical Facilities

RP-Registered Private Practitioner

PHS-Primary Health Centre

FPC-Family Planning 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

4. Post & Telegraph

PO-Post Office

PTO-Post & Telegraph

Phone-Telephone

Communication

6. Approach to Village

PR-Pucca Road

KR-Kuccha Road

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.

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6.0 Proposed Infrastructure

6.1 Industrial Area (Processing Area)

Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 800 m2

(approx.)

6.2 Residential Area (Non Processing Area)

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

Administration Building, Parking, road and open area) = 700 m2 (approx.)

6.3 Green Belt

Total 1,500 m2

land area is available at site; out of this area about 225 m2 (15 %) area will be

covered as greenbelt and other forms of greenery.

6.4 Social Infrastructure

• Water Supply by GIDC.

• Power supply by DGVCL and D.G. Set (emergency standby)

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 facilities


• Availability of port facility

• Availability of CETP & TSDF in the region


6.6 Drinking water Management (Source & Supply of water)

Total water requirement shall meet through GIDC water supply.

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6.7 Sewerage System

Sewage pipes will be laid in entire premises for the removal and disposal of mainly non-

harmful liquid wastes from offices, canteen and domestic waste to be came from different

sections of unit. These liquid wastes will be sent to septic tank & soak pit.

6.8 Solid Waste Management

Reference: Section-1.0, sub-section 1.6, Page No. 7 of this report.

6.9 Power Requirement & Supply/Source

Reference: Section-1.0, sub-section 1.8, Page No. 8 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)

Proposed project will be carried out within GIDC, Panoli, Taluka: Ankleshwar so there is no

habitation on proposed project area, so R & R policy is not applicable to this project. There

shall not be displacement of any population in proposed project. Proposed project will likely

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 after getting EC & CTE and shall start operation after applying

for CCA.

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

project.

Total capital investment for the proposed project is Rs. 5 crores.

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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 will be as per prevailing norms of state government for skilled and

unskilled people for the proposed project.

• 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 Final - Welcome to...

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