PROPOSED EXPANSION OF APIs IN EXISTING...

1

PRE - FEASIBILITY REPORT

for

PROPOSED EXPANSION OF APIs IN EXISTING UNIT

of

M/s. ALEMBIC PHARMACEUTICALS LTD. (API-III)

Survey No. 842, 843, Vill: Karkhadi, Tal: Padra,

Dist: Vadodara- 391450 (GUJ)

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:

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CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 6

3. Project Description 8

4. Site Analysis 15

5. Planning Brief 20

6. Proposed Infrastructure 24

7. Rehabilitation and resettlement (R & R) Plan 25

8. Project Schedule & Cost Estimates 25

9. Analysis of Proposal (Final Recommendations) 26

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1.0 EXECUTIVE SUMMARY

1.1 Project Details

1.1.1 Products along with Production Capacity

Sr.

No.

Product Existing

(MT/Month)

Total after Proposed Expansion

(MT/Month)

1 Pilot Plant Products 0.95

2 Agomelatine -

3 Aripiprazole -

4 Asenapine -

5 Azilsartan -

6 Bazedoxifene -

7 Bosentan -

8 Bupropion Hydrochloride -

9 Candesartan Cilexetil -

10 Celecoxib -

11 Clopidogrel Bisulfate -

12 Dabigatran -

13 Darifenacin -

14 Donepezil -

15 Dronedarone -

16 Duloxetine -

17 Erlotinib -

18 Etoricoxib -

19 Febuxostat -

20 Felodipine -

21 Fesoterodine Fumarate -

22 Gefitinib -

23 Iloperidone -

24 Irbesartan -

25 Losartan Potassium -

26 MEM Chloride -

27 Minodronic acid -

28 Moclobemide -

29 Modafinil -

30 Nisoldipine -

31 O Des Venlafaxine -

32 Olmesartan -

33 Pramipexole Dihydrochloride Monohydrate -

34 Prasugrel HCl -

35 Rabeprazole Sodium -

36 Rivaroxaban -

37 Ropinorole Hydrochloride -

38 Silosodine -

39 Tadalafil -

40 Ticagrelor -

41 Valsartan -

42 Vilazodone Hydrochloride -

100

4

43 Warfarin -

44 Warfarin Acid -

45 Zolmitriptan -

46 Vortioxetine Hydrobromide -

47 Lurasidone Hydrochloride -

48 Solifenacin Succinate -

49 Vemurafenib -

50 Canagliflozin -

51 Apixaban -

52 Dapagliflozin -

53 Lapatinib -

54 Axitinib -

55 Afatinib Dimaleate -

Total 17 100

1.2 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 450 KL/Day (Existing – 50 KL/Day + Additional Proposed –

400 KL/Day) which shall be met through own bore well. The total wastewater generation

will be 315 KL/Day (Existing – 30 KL/Day + Additional Proposed – 285 KL/Day) which shall be

treated in ETP. Domestic wastewater of 50 KL/Day (Existing – 5 KL/Day + Additional

Proposed – 45 KL/Day) shall be disposed by septic tank & soak pit system. Industrial

wastewater of 315 KL/Day (Existing – 30 KL/Day + Additional Proposed – 285 KL/Day) shall

be treated in ETP.

In Existing Scenario i.e. 30 KL/Day treated effluent conforming to the GPCB norms is sent to

the CETP of M/s. EICL, Umraya through designated Tankers. In Proposed Scenario i.e. 285

KL/Day shall be treated in ETP, out of which 150 KL/Day of treated effluent conforming to

the GPCB norms shall be sent to the CETP of M/s. EICL, Umraya through designated Tankers

or New CETP KAPSIL Aqua Enviro Ltd. which proposal is under process. 100 KL/Day will be

treated in RO Plant and the Permeate i.e. 75 KL/Day will be used for Gardening. RO Reject

i.e. 25 KL/Day will go to MEE for further treatment and MEE Condensate will again go to ETP

for treatment and its salts will be disposed in TSDF site. 35 KL/Day will be Sludge and Losses

after treatment in ETP.

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1.3 Air Pollution Source and Control Management

In Existing & Proposed Scenarios, There will be emissions from Flue gas Stacks like Boiler,

FBC Boiler 1 & 2 (3 & 10 TPH), D.G.Set (250, 320, 1500 KVA), and emissions from Process

Vents like Process Reactor Plant-1,3,4,5,6, Pilot Plant Scrubber and Ware House Sampling

Scrubber.

1.4 Hazardous Waste

Hazardous waste generation will be ETP Sludge & Waste Resins, which will be Collected,

Stored, Transported and Disposed at TSDF site of NECL. Used Oil will be Collected, Stored,

Transported & Disposed by selling to GPCB Registered Reprocessors. Discarded Containers

will be sold to GPCB Approved Registered Vendors after proper decontamination. Mother

Liquor will be Collected, stored, treatment at ETP, or outside CHWIF, Filter & Filter Material

will be Collected, stored, transported and disposal to common Hazardous Incineration

Facility (CHWIF) or to Cement Manufacturing Industries for Co processing, Spent Organic

Solvent will be Collected, stored, transported to our own distillation unit at Vadodara or

sale to GPCB approved re-processor or incineration at CHWI or to Cement Manufacturing

Industries for Co processing, Spent organic Solvent (NH3 Soln) will be Collected, stored,

transported to our own distillation unit at Vadodara or sale to GPCB approved re-processor,

Process Residue/Distillation Residue, Spent Catalyst will be Collected, stored, transported

and disposal to common Hazardous Incineration Facility (CHWIF), Spent Carbon will be

Collected, stored, transported and disposal to common Hazardous Incineration

facility(CHWIF) or sent for co-processing in cement industries.

1.5 Green Belt

Total 1,08,653 m2

land area is available at site; out of this 56,243.35 m2 (i.e. approx 52 % of

total area) is developed as greenbelt and other forms of greenery.

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1.6 Power & Fuel Requirements

The power requirement will be 1600 KW. Company shall purchase power from GEB. Also 3

Nos. of 320, 250, 1500 KVA DG Sets will be kept for emergency power back up.

EXISTING:

Sr.

No.

Fuel Quantity

1 Furnace Oil 650 Lits/Day

2 LDO 1400 Lits/Day (as & when required)

PROPOSED:

Sr.

No.

Fuel Quantity

1 Steam Coal 45 MT/Day


3 Furnace Oil 650 Lits/Day (as & when required)

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

Alembic group is manufacturer & exporter of bulk drugs, bulk drug intermediates &

pharmaceuticals Formulations. It is a government recognized “Export House”. One existing

unit of APIs of M/s. Alembic Pharmaceuticals Limited is located at: Karkhadi, Tal: Padra, Dist:

Vadodara-391 450, Gujarat state.

Alembic, founded in 1907, is committed to excellence in pharmaceutical healthcare through

the development of indigenous technologies, with a mission to give access to the best

healthcare products at affordable prices to everyone, anywhere in the world. Alembic is one

of India's most experienced manufacturers of bulk drugs, bulk drug intermediates and

pharmaceutical formulations in human and animal healthcare, as well as a respected export

7

house. The leadership position that Alembic's products enjoy in their respective categories

speak aloud of the quality and service standards set by the company. Six of Alembic's

brands feature among the top 300 brands in the country today.

Alembic was a pioneer in the basic manufacture of penicillin. It is a world leader in

Macrolides and has the distinction of producing Cephalosporin – C for the first time in the

country. Alembic's brand, Althrocin, is India's 3rd largest antibiotic. The major therapeutic

segments where Alembic has a strong presence are antibiotics and antibacterials, cough

and cold remedies, analgesic and anti-inflammatory medications, nutraceuticals and anti-

diabetics. Alembic unveils the country's first zero calorie sugar substitute and Alembic is the

first company in India to introduce Ucralose. Alembic is a certified WHO-GMP and USFDA

company with manufacturing practices and facilities that conform to WHO-GMP guidelines.

The Panelav facility has been upgraded and has received the approval of International

Regulatory authorities such as the Medicines Control Agency, UK, Medicines Control

Council, South Africa and the Food and Drug Administration, USA.

2.2 Brief description of nature of the Project

Proposed Expansion of APIs in Existing Unit.

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

The demand for products intended to be manufacture is increasing in the country by setting

up this unit M/s. Alembic Pharmaceuticals Ltd. will be able to meet the demand of various

products locally. This will also generate direct and indirect employment opportunity for

various levels of people.

2.4 Demands-Supply Gap

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

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

These products will be an addition to the current range of their products.

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2.5 Imports vs. Indigenous production

Current cost of indigenous raw materials will make them very competitive against imported

finished products and they will be able to increase the export of their finished products.

2.6 Export possibility

Depending on the international demand of products they shall export the products.

2.7 Domestic/Export Markets

Majority of the products will be used for domestic market and some products will be

exported depending on the international market.

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

M/s. Alembic Pharmaceuticals Ltd. will give direct employment to local people based on

qualification and requirement. 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.

9

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

project site layout) with coordinates.

• Map showing general location

(Courtesy: Environmental Information Center, New Delhi)

10

Specific location and project boundary


11

• Plot Layout

12

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

• Proximity to Raw Material suppliers

• Availability of sufficient land free from cultivation

• Availability of power evacuation facilities

• Availability of ground water (in future surface water) for industrial use

Modern infrastructure support and amenities at par with nearest city in global markets,

including:

� Efficient transport facilities within the area and to & from the city area.

� Environment-friendly zone.

� Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.1.1, Page No. 3

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

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

Please refer Please refer 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-III. Majority of

the products will be used for domestic market and some products will be exported

depending on the international market.

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

briefly outlined.

Domestic wastewater of 55 KL/Day (Existing – 5 KL/Day + Additional Proposed – 50 KL/Day)

shall be disposed by septic tank & soak pit system. Industrial wastewater of 315 KL/Day

(Existing – 30 KL/Day + Additional Proposed – 285 KL/Day) shall be treated in ETP. In Existing

Scenario i.e. 30 KL/Day treated effluent conforming to the GPCB norms is sent to the CETP

of M/s. EICL, Umraya through designated Tankers. In Proposed Scenario i.e. 285 KL/Day

shall be treated in ETP, out of which 150 KL/Day of treated effluent conforming to the GPCB

norms shall be sent to the CETP of M/s. EICL, Umraya through designated Tankers. 100

KL/Day will be treated in RO Plant and the Permeate i.e. 75 KL/Day will be used for

Gardening. RO Reject i.e. 25 KL/Day will go to MEE for further treatment and MEE

Condensate will again go to ETP for treatment and its salts will be disposed in TSDF site. 35

KL/Day will be Sludge and Losses after treatment in ETP.

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

given.

Water Source

Total water requirement shall meet through company’s own bore well from which water

requirement will be sufficed partly. Some part of water demand shall be satisfied by using

recycled water evolving after ETP & RO treatments.

Power & Fuel Requirement

The power requirement will be 1600 KW. Company shall purchase power from GEB. Also 3

Nos. of 320, 250, 1500 KVA DG Sets will be kept for emergency power back up.

EXISTING:

Sr.

No.

Fuel Quantity

1 Furnace Oil 650 Lits/Day


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PROPOSED:

Sr.

No.

Fuel Quantity

1 Steam Coal 45 MT/Day


3 Furnace Oil 650 Lits/Day (as & when required)

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

management/disposal.

Please refer Please refer Form-I, Annexure-V.

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

purpose.

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

4.0 Site Analysis

4.1 Connectivity


• Availability of water, power, etc.

4.2 Land Form, Land Use and Land Ownership


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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.


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AREAS UNDER DIFFERENT LANDUSE


Sr. No. Land use Classification Area (in sq. km.) % Area

1 Water Body 0.65 0.21

2 Open/ Barren Land 9.79 3.12

3 Agriculture Land 92.66 29.50

4 Fallow Land 96.03 30.57

5 Open/Degraded Vegetation 2.34 0.75

6 Scrubs 2.85 0.91

7 Ravenous/Gullied Land 3.52 1.12

8 River/Canal 8.08 2.57

9 Salt Affected Land 1.72 0.55

10 Settlement/Habitation 4.08 1.30

11 Mud Flat 29.52 9.40

12 Industrial Area 0.59 0.19

13 Miscellaneous 37.45 11.92

14 Sea 10.53 3.35

15 River Bed 14.29 4.55

Total 314.07 100.00

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4.4 Existing Infrastructure

This is existing operational unit and all infrastructure is available.

4.5 Soil Classification

Soil Characteristics under Project Area are as below Table:

Category

Area

(Sq. kms)

Description Taxonomy1 Taxonomy2 Class Sub

Class

Category A 2.27 Very deep, drained calcareous,

coarse-loamy soils on very gently

sloping dissected flood plain with

moderate erosion and strong salinity;

associated with very deep well

drained, calcareous, fine-loamy soils

with slight erosion and moderate

salinity

Coarse-loamy,

mixed (calcareous),

hyperthermic Typic

Ustorthents

Fine-loamy,

mixed

(calcareous),

hyperthermic

Fluventic

Ustochrepts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Category B 43.21

Very deep, well drained, calcareous,

coarse-loamy soils on very gently

sloping dissected flood plain with

very severe erosion; associated with

very deep, well drained, calcareous,

fine-loamy soils with severe erosion

Coarse-loamy

mixed (calareous),

hyperthermic Typic

Ustifluvents

Fine-loamy,

mixed

(calcareous),

hypertehrmic

Fluventic

Ustochrepts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Category C 5.04 Deep, well drained, fine-loamy soils

on very gently sloping alluvial plain

with slight erosion and moderate

salinity; associated with deep,

somewhat excessively drained,

coarse-loamy soils with slight erosion

and slight salinity

Fine-loamy, mixed

hyperthermic Typic

Ustochrepts

Coarse-loamy

mixed,

hyperthermic

Typic

Ustochrepts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Category D 138.50 Very deep, well drained, fine-loamy

soils on very gently sloping alluvial

plain with slight erosion; associated

with very deep, well drained, fine

soils on nearly level lands with slight

erosion

Fine-loamy, mixed,

hyperthermic

Fluventic

Ustochrepts

Fine, mixed

hyperthermic

Fluventic

Ustochrepts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Category E 24.94 Moderately deep, well drained,

calcareous, fine soils on neraly level

alluvial plain with slight erosion and

slight salinity; associated with deep,

moderately well drained, calcareous,

fine soils with slight erosion

Fine,

montmorillonitic

(calcareous),

hyperthermic

Vertic Ustochrepts

Fine,

montmorillonitic

(calcareous),

hyperthermic

Typic

Chromusterts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Category F 0.37 Moderately deep, well drained,

calcareous, fine soils on very gently

sloping alluvial plain with slight

erosion and moderate salinity;

associated with deep, moderately

well drained, calcaerous, fine soils

with moderate erosion

Fine,

montmorillonitic

(calcareous),

hyperthermic

Vertic Ustochrepts

Fine,

montmorillonitic

(calcareous),

hyperthermic

Typic

Chromusterts

Soils of west

coast(soils of

gujarat plain)

Soils of alluvial

plains

Mud 97.65

Submerged

Sand

1.97

(Courtesy: Environmental Information Centre, New Delhi)

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SOIL CHARACTERISTICS MAP

(Courtesy: Environmental Information Centre, New Delhi)

20

4.6 Climatic data from secondary sources.

Secondary Sources: Indian Meteorological Department, Ahmedabad or our own weather

station.

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.

Type of Industry: Proposed Expansion of APIs in Existing Unit.

5.2 Population Projection

NAME POPULATION

PERSON

POPULATION DENSITY

(PERSON / SQ. KM.)

SEX RATIO

(NO. OF FEMALES

PER 1000 MALES)

Within 5 km Radius (2001) 31,482 384 885

Within 10 km Radius (2001) 63,327 356 897

Padra Taluka (2001) 2,71,152 507 898

Vadodara District (2001) 41,12,280 467 919

Vadodara District (2011) 41,65,626 552 934

(Courtesy: Census Dept., GOI)

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

Total 1,08,653 m2



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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.

5.5 Amenities/Facilities

Details of amenities available in study area

TALUKA LOCATION

CODE

VILLAGE EDUCATIONAL MEDICAL DRINKING WATER POST &

TELEGRAPH

TRANSPORT

ATION

APPROACH

TO VILLAGE

NEAREST

TOWN

POWER

SUPPLY

1 Mahmadpura P, Ac CHW T,TK,TW,W,R PO BS,NW PR,NR Padra-14 EA

2 Sultanpura P, Ac CHW T, W, R -(-5 Kms) BS PR Padra-16 EA

3 Pavda P, Ac CHW W,TK,TW,R -(-5 Kms) BS PR Padra-16 EA

4 Dabka P, H, PUC, C, Ac MH, PHS, FPC, RP T, W,TK,TW,R PO,Phone BS, NW PR, KR, NR Padra-15 EA

5 Mujpur P (4),AC(11) PHS, RP, D, CHW T, W,TK,TW,R, HR, N PO,Phone BS PR, KR Padra-10 EA

14 Narsipura P, AC CWC, CHW T, W, TK, HP PO, PHONE BS, NW PR Padra-10 EA

15 Chokari P.AC(9) CHW,RP,D T, W,TK,R, PO, PHONE BS PR, NR Padra-16 EA

16 Tithor P(2) CHW,RP T, W, TK, TW, HP PO, PHONE

BS PR Padra-18 EA

17 Dudhwada P CHW T, W, TK PO, PHONE BS PR Padra-18 EA

18 Karkhadi P(2),H,PUC,Ac MH, PHC, FPC, RP, T, W, TK,R PO, PHONE BS PR Padra-24 EA

19 Majatan P RP, CHW T, W, TK PO, PHONE BS PR

Padra-17 EA

20 Sandha P CHW T, W, TK PO, PHONE BS PR, KR Padra-16 EA

21 Somjipura P, AC (2) CHW T, W, TK PHONE BS PR, KR Padra-14 EA

22 Vadu P (2), AC(4), H H, MCW, MH, PHC,

D, FPC, RP (5), SMP

(2)

T, W, TK, TW PO, PHONE BS, RS, NW PR Padra-10 EA

33 Bhoj P (2), H RP, CHW T, W, TK, TW, HP PO, PHONE BS, RS PR, KR Padra-12 EA

34 Karnakuva P, AC (4) CHW T, W, TK, TW PO, PHONE BS PR, KR Padra-12 EA

35 Vishrampura P, AC CHW T, W, TK PO BS PR Padra-14 EA

36 Lola P CHW T, W, TK PHONE BS PR,KR Padra-17 EA

37 Chitral P,H CHW T,W,TK.,TW PO BS PR,KR Padra-19 EA

38 Brahmanvasi P,Ac(2) CHW T, W, TK, TW PO BS PR Jambusar-

16

EA

39 Gametha P,H CHW T, W, TK,TW PO BS PR Jambusar-

18

EA

40 Gavasad P MH,PHS,FPC,CHW,

D

T,W, TK, TW PO, PHONE BS PR Padra-18 EA

41 Muval P, H D, RP, CHW T, W, TK, TW PO, PHONE BS PR Padra-16 EA

42 Jalalpur P, H, AC (13) RP, CHW T, W, TK, TW PO BS PR Padra-12 EA

60 Mobha P(2),H.PUC MCW,PHC,D,TB,RP T, W, TK PO, PHONE BS,RS PR Padra-20 EA

61 Kural P,H.PUC MH,D,RP(2),CHW T, W, TK, N PO, PHONE BS,RS PR Padra-20 EA

62 Masar P(2),H.PUC,Ac MH,PHS,D,FPC,RPC

HW

T, W, TK, TW PO, PHONE BS PR,KR Jambusar-

12

EA

Padra

63 Kanzat P(3),H(2),PUC,Ac MH,RP,CHW,PHS T, W, TK PTO, PHONE BS,RS PR,KR Jambusar-

15

EA

22

64 Abhol P CHW T, W, TK PO BS,RS PR,KR Jambusar-

12

EA

65 Pindapa P CHW T, W, TK PO BS PR,KR Padra-19 EA

7 Kareli P (7), H, Ac(6) FPC, CWC, PHS, D,

RP (2), CHW (4)

T, W PO, PHONE BS PR Jambusar-

21

EA

8 Kahanava P (15), H, Ac(3) CHW(2),PHS,FPC,D,

RP

T, TW,W PO,PHONE BS PR, KR Jambusar-

26

EA

9 piludara P(6),H,PUC,Ac PHS, RP(2), FPC,

CHW

T, W, HP PO,PHONE BS PR Jambusar-

18

EA

10 Vedach P(11),H,Ac(3) FPC, PHS, D, RP (2),

CHW

T, W, TW PO,PHONE BS PR Jambusar-

16

EA

11 Uber P (7),H,Ac(3) PHS,FPC,RP(2),

CHW

T, W, TK PO,PHONE BS PR,KR Jambusar-

11

EA

33 Gajera P(7),H,PUC, Ac(3) MH,PHC,D,FPC,

RP(4),CHW(3)

T, W, TW PTO,PHONE BS PR,KR Jambusar-

14

EA

Jambusar

34 Uchchhad P (3), Ac(3) P(3), Ac(3) T, W PO BS PR,KR Jambusar-9 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

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

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3. Drinking Water

T-Tap Water

HP-Hand Pump

TK-Tank Water

W-Well Water

R-River Water

C-Canal

N - Nallah

S - Spring

4. Post & Telegraph

PO-Post Office

PTO-Post & Telegraph

Phone-Telephone Communication

5. Transportation

RS- Railway Station

BS-Bus Station

NW-Navigable Waterway

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

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

within premises as well as region.

6.1 Green Belt

Total 1,08,653 m2



6.2 Social Infrastructure

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

provided.

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

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


• Proximity to Raw Material suppliers

• Availability of sufficient land free from cultivation and have single crop pattern

• Availability of power evacuation facilities

• Availability of ground water (in future surface water) for industrial use

6.4 Drinking water Management (Source & Supply of water)

Total water requirement shall meet through company’s own bore well from which water

requirement will be sufficed partly. Some part of water demand shall be satisfied by using

recycled water evolving after ETP & RO treatments.

6.5 Sewerage System

Sewage pipes are laid in entire company for the removal and disposal of mainly non-

harmful liquid wastes from the offices, canteen and domestic waste coming from different

plants. These liquid wastes would be sent to septic tank & soak pit.

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6.6 Solid Waste Management

Please refer Form-I, Annexure-V.

6.7 Power Requirement & Supply/Source

Please refer Section 3.8, Page No. 13 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 expansion project area and it is open land which is

purchased by Alembic Pharmaceuticals Ltd. for proposed expansion industry, so that 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 of the project after getting EC and CTE.

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

project.

Total Project Cost for proposed expansion activity is Rs. 420 Crores (Existing – Rs. 300 Crores

+ Additional Proposed – Rs. 120 Crores). Cost for Environment Protection Measures is Rs. 12

Crores (Existing – Rs. 4 Crores + Additional Proposed – Rs. 8 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 would be as per prevailing norms of state government for skilled and

unskilled people for the proposed project.

• Social Welfare activities 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.

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