proposed expansion of apis in existing unit m/s. alembic...

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1 PRE FEASIBILITY REPORT for PROPOSED EXPANSION OF APIs IN EXISTING UNIT of M/s. ALEMBIC PHARMACEUTICALS LIMITED API UNITI, SURVEY NO.: 119, 120 & 121, AT & POST: PANELAV, TAL: HALOL, DIST: PANCHMAHAL389 350 (GUJ) NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company AquaAir Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat 395002 Prepared By: NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company AquaAir Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat 395002 NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company AquaAir Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat 395002 Prepared By:

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Page 1: PROPOSED EXPANSION OF APIs IN EXISTING UNIT M/s. ALEMBIC ...environmentclearance.nic.in/writereaddata/Online/TOR/0_0_25_Jun... · Identification of the project Alembic group is manufacturer

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PRE ‐ FEASIBILITY REPORT

for

PROPOSED EXPANSION OF APIs IN EXISTING UNIT

of

M/s. ALEMBIC PHARMACEUTICALS LIMITED API UNIT‐I,

SURVEY NO.: 119, 120 & 121, AT & POST: PANELAV, TAL: HALOL, DIST: PANCHMAHAL‐389 350 (GUJ)

NABL Accredited Testing LaboratoryISO 9001:2008 Certified Company

Aqua‐Air Environmental Engineers P. Ltd.403, Centre Point, Nr. Kadiwala School, Ring Road, Surat ‐ 395002

Prepared By:

NABL Accredited Testing LaboratoryISO 9001:2008 Certified Company

Aqua‐Air Environmental Engineers P. Ltd.403, Centre Point, Nr. Kadiwala School, Ring Road, Surat ‐ 395002

NABL Accredited Testing LaboratoryISO 9001:2008 Certified Company

Aqua‐Air Environmental Engineers P. Ltd.403, Centre Point, Nr. Kadiwala School, Ring Road, Surat ‐ 395002

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 13

5. Planning Brief 20

6. Proposed Infrastructure 24

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

8. Project Schedule & Cost Estimates 26

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 Clarithromycin 2 Azithromycin 3 Roxythromycin 4 Venlafaxine 5 Fenofibrate 6 Irbesartan 7 Valsartan 8 Telmisartan 9 Clonidine Hydrochloride 10 Modafinil 11 Leflunomide 12 Alendronate Sodium 13 O Desmethyl Venlafaxine 14 Meprobamate 15 Vildagliptin 16 Rivastigmine Tartrate 17 Topiramate 18 Lacosamide 19 Pramipexole Dihydrochloride Monohydrate 20 Olmesartan Medoxomil 21 Linezolid 22 Lercanidipine Hydrochloride 23 Fluxetine Hydrochloride 24 Deferasirox 25 Ropinorole Hydrochloride 26 Hydrochlorothiazide 27 Lamotrigine 28 Metoprolol Tartrate 29 Metoprolol Succinate 30 Quetiapine Fumarate 31 Pentosan Polysulphate Sodium 32 Levetiracetam 33 Famotidine

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34 Memantine HCl 35 Pregabalin 36 Ivabradine 37 Azilsartan 38 Etoricoxib 39 Derifenacin 40 Celecoxib

0

75

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41 Rabeprazole Sodium 42 Clopidogrel Bisulfate 43 Felodipine 44 Prasugrel Hydrochloride 45 Mexiletine Hydrochloride 46 Warfarin 47 Bazedoxifene 48 Bosentan 49 Febuxostate 50 Dronedarone 51 Dabigatran 52 Rivaroxaban 53 Asenapine 54 Silosodine 55 Zolmitriptan 56 Iloperidone 57 Agomelatine 58 Ticagrelor 59 Metaxalon 60 Vilazodone Hydrochloride 61 Teriflunomide 62 Nisoldipine 63 Fesoterodine Fumarate 64 Minodronic acid 65 Erlotinib 66 Gefitinib

1.2 Water Requirement, Waste Water Generation and Treatment

Total fresh water requirement will be 160 m3/day which shall be met through own bore well

& 237.5 m3/day of Recycled Water i.e. 397.5 m3/day of total water consumption. The

wastewater generation will be 195 m3/day (Industrial) & Domestic wastewater of 50 m3/day

shall be treated in ETP. Out of 245 m3/day Waste water generation, 237.5 m3/day Waste

water is reused as it is RO permeate water, 5 m3/day is recovered Solvent and 2.5 m3/day is

MEE Concentrate.

1.3 Air Pollution Source and Control Management

There will be emissions from Flue gas Stacks like Agro based Boiler 5 TPH, Boiler 1 & 2 (2

TPH), D.G.Set (750 KVA), Incinerator in Existing Scenario & Water Tube FBC Boiler 10 TPH,

Thermic Fluid Heater in Proposed Scenario and emissions from Process Vents like Reaction

Vessels Pilot Plant, Reaction Vessels No‐1 in Plant‐1 (Replaced), Reaction Vessels No‐2 in

Plant‐1 (Replaced), Reaction Vessels in Plant‐2, Reaction Vessels in Plant‐3, Reaction Vessels

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in Plant‐5, Reaction Vessels No‐2 in Plant‐2 in Existing Scenario & Reaction Vessels No‐1 in

Plant‐7, Reaction Vessels No‐2 in Plant‐7 in Proposed Scenario.

1.4 Hazardous Waste

Hazardous waste generation will be Used Oil, Spent Solvent, Process Residue, Spent carbon

& Hyflow, Spent Mother Liquor, Discarded Drums, ETP Sludge, Filler & Filter Material,

Incinerator Ash, Off Specification Product / Date Expired Product & Evaporation Salt. All the

Solid/Hazardous Waste generated will be disposed as per the norms.

1.5 Green Belt

Total 68,530.26 m2 land area is available at site; out of this 24,000 m2 (i.e. approx 35 % of

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

1.6 Power & Fuel Requirements

The power requirement is 38732 KWH/Day in Existing Scenario & it will be 54225 KWH/Day

after proposed expansion. Company shall purchase power from MGVCL. Also DG Set of 750

KVA (1 No. Existing & 1 No. Additional Proposed) will be provided for emergency power

backup.

Agro‐waste/ Briquettes: 1015 kg/hr, LDO: 195 Lit/Hr, HSD (As per requirement): 170 Lit/Hr

are used as fuel in Existing Scenario. Agro‐waste/ Briquettes: 45 MT/Month, Imported

steam Coal: 1050 MT/Month, FO: 17.4 KL/Month, HSD: 0.75 KL/Month & LDO: 0.4

KL/Month will be used as fuel in Proposed Scenario.

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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 &

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

unit of Bulk drugs of M/s. Alembic Pharmaceuticals Limited (API DIV – Unit‐I) is located at

Panelav, Tal: Halol, Dis:. Panch Mahal‐389 350, 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 and pharmaceutical formulations

in human and animal healthcare, as well as a respected export 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.

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Panelav unit of M/s. Alembic Pharmaceuticals Limited (API DIV – Unit‐I) established in 1996.

In order to meet the growing market demand of Bulk drugs and pharmaceutical

formulations and availability of space for manufacturing facility for bulk drugs at existing

plant, M/s Alembic Pharmaceuticals Limited (API DIV – Unit‐I) proposes to expand

manufacturing activities by increasing production capacity with expansion of Bulk Drugs at

existing Bulk Drugs unit.

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 Limited (API Unit‐I) 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 their informal survey of the market with their 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.

2.5 Imports vs. Indigenous production

Based on the 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.

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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 Limited (API Unit‐I) 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.

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

project site layout) with coordinates.

• Map showing general location

Project Site

•Panelav

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Specific location and project boundary

(Courtesy: Environmental Information Center, New Delhi)

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• Plot Layout

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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.

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

• Already existing operating unit

• 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.

Total fresh water requirement will be 160 m3/day which shall be met through own bore well

& 237.5 m3/day of Recycled Water i.e. 397.5 m3/day of total water consumption. The

wastewater generation will be 195 m3/day (Industrial) & Domestic wastewater of 50 m3/day

shall be treated in ETP. Out of 245 m3/day total Waste water generation, 237.5 m3/day

Waste water is reused as it is RO permeate water, 5 m3/day is recovered Solvent and 2.5

m3/day is MEE Concentrate.

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 is 38732 KWH/Day in Existing Scenario & it will be 54225 KWH/Day

after proposed expansion. Company shall purchase power from MGVCL. Also DG Set of 750

KVA (1 No. Existing & 1 No. Additional Proposed) will be provided for emergency power

backup.

Agro‐waste/ Briquettes: 1015 kg/hr, LDO: 195 Lit/Hr, HSD (As per requirement): 170 Lit/Hr

are used as fuel in Existing Scenario. Agro‐waste/ Briquettes: 45 MT/Month, Imported

steam Coal: 1050 MT/Month, FO: 17.4 KL/Month, HSD: 0.75 KL/Month & LDO: 0.4

KL/Month will be used as fuel in Proposed Scenario.

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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.

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

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

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4.2 Land Form, Land Use and Land Ownership

(Courtesy: Environmental Information Center, New Delhi)

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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.

(Courtesy: Environmental Information Center, New Delhi)

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AREAS UNDER DIFFERENT LANDUSE

(Courtesy: Environmental Information Center, New Delhi)

4.4 Existing Infrastructure

Plot Wise Area

Existing Propose

Sr. No. Plant

Area Sq. Mt

Sr. No. Plant

Area Sq. Mt

1 Security and adm Building 170.72 1 New ETP (150 KLD) 1500

2 Ware house 2345.99 2 New Production Plant (plant‐7) 968

3 FO Diesel storage yard 167.71 4 Solvent storage yard 806.50 5 HCl/Caustic Storage Yard 268.36 6 Canteen‐Micro lab & QA building 1321.86 7 Main Production block‐1 5711.42 8 Utility building 1254.50 9 DG Set/ Substation high tension transformer Yard 251.76

10 Raw Water Storage, Fire Water Storage, Pump house overhead tank 342.80

11 Cooling tower‐1 45.29 12 Effluent treatment Plant 902.08

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

1 Water Bodies 4.14 1.32

2 Open/Barren Land 27.38 8.72

3 Agriculture 124.18 39.57

4 Fallow Land 108.78 34.66

5 Degraded Vegetation 14.28 4.55

6 Vegetation Medium Density 9.05 2.88

7 Vegetation High Density 7.08 2.25

8 Scrub 2.49 0.79

9 Marshy Land 2.49 0.79

10 Settlement 9.09 2.90

11 Miscellaneous 4.88 1.55

Total 313.84 100.00

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13 Main Production block‐3 1023.92 14 AZ Plant 195.95 15 Baby boiler room 24.08 16 Evaporator building 667.80 17 Main production Block‐5 1216.14 18 Main Production Block‐4 1005.33 19 Solvent recovery Bulding‐1 964.23 20 Solvent recovery Bulding‐2 1021.29 21 Cooling Tower‐2 138.83 22 Main Production Block‐2 5614.04

23 Electrical Panel Room & incinerator plant& Incinerator Room 376.34

24 Solid Waste Room 23.05 25 Drum Storage Yard 136.00 26 DG Room 180.00 27 API health Center 220.08 28 Plant‐6 441.18 29 Hot oil System Building 30.00 30 H2/ N2 cylinder Storage Yard 48.75 31 Day tank Area 471.02 32 ETP MCC room 37.73 33 Workshop 467.98 34 Cooling Tower‐3 89.15 35 Cabin 21.00 36 Boiler House 758.22

Total 28761.10

Total Land Area 68530.26 Sq. Mt.

Ground Floor 18460.56 Upper Floor 10300.51 Green Belt 24000.00

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4.5 Soil Classification

Soil Characteristics under Project Area are as below Table:

Category

Area

(Sq. kms)

Description Taxonomy1 Taxonomy2 Class Sub

Class

Category B 43.79

Rock outcrops; associated with shallow well drained, loamy‐

skeletal soils on moderately steep sloping basaltic hills and ridges

with severe erosion and moderate stoniness Rock outcrops

Loamy‐skeletal, mixed,

hyperthermic Lithic Ustorthents

Soils of west coast(soils of Gujarat plain) Soils of hilly terrain

Category C 47.68

Moderately deep, well drained, fine soils on very gently sloping

granitic interfluves with moderate erosion; associated with deep, well

drained, fine soils with slight erosion

Fine, mixed, hyperthermic

Fluventic Ustochrepts

Fine, mixed, hyperthermic Udic

Ustochrepts

Soils of west coast(soils of Gujarat plain) Soils of interfluves

Category D 41.14

Very deep, well drained, calcareous coarse‐loamy soils on

very gently sloping dissected plain with very severe erosion;

associated wit very deep, well drained, calcareous, fine‐loamy

soils with moderate erosion

Coarse‐loamy, mixed (calcareous),

hyperthermic Typic Ustorthents

Fine‐loamy, mixed (calcareouos), hyperthermic

Fluventic Ustochrepts

Soils of west coast(soils of Gujarat plain) Soils of alluvial plains

Category F 107.87

Deep, moderately well drained ,fine soils on very gently sloping alluvial plain with slight erosion; associated with very deep, well drained, fine‐loamy soils with

moderate erosion

Fine, mixed, hyperthermic Udic

Ustochrepts

Fine‐loamy, mixed, hyperthermic

Fluventic Ustochrepts

Soils of west coast(soils of Gujarat plain) Soils of alluvial plains

Category G 58.56

Very deep, moderately well drained, calcareous fine soils on very gently sloping alluvial plain

with slight erosion; associated with very deep, moderately well

drained, fine soils with slight erosion

Fine, montmorillonitic

(calcareous), hyperthermic Typic

Chromusterts

Fine, montmorillonitic

hyperthermic Typic Chromusterts

Soils of west coast(soils of Gujarat plain) Soils of alluvial plains

Other 15.89 (Courtesy: Environmental Information Centre, New Delhi)

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SOIL CHARACTERISTICS MAP

(Courtesy: Environmental Information Centre, New Delhi)

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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 (Persons)

Population Density

(Person / sq. km.)

Sex ratio (No. of females

per 1000 males)

Population Growth rate (1991‐2001)

Within 5 km Radius (1991)

17,500 223 905

Within 5 km Radius (2001)

19,388 247 928 10.79 %

Within 10 km Radius (1991)

50,511 161 895

Within 10 km Radius (2001)

70,762 225 946 40.10 %

Taluka Halol (1991)

1,61,478 337 904

Taluka Halol (2001)

1,95,275 407 914 20.93 %

District Panch Mahals (1991)

16,82,333 190 934

District Panch Mahals (2001)

20,24,883 228 939 20.36 %

(Courtesy: Census Dept., GOI)

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

Total 68,530.26 m2 land area is available at site; out of this 24,000 m2 (i.e. approx 35 % of

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

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

Sr. No.

Village Educational

Medical Drinking Water

Post & Tele

graph

Communi‐ cation

Approah to Village

Nearest Town

Power Supply

1. Intwadi P CHW W, TK, HP ‐(‐5 KmS) BS PR, KR Halol‐8 ED,EAG 2. Kanjari P(8), Tr, H D, RP, CHW,

PHC, FPC, MH

W, TK, TW,HP PO, Phone BS PR, KR Halol‐3 EA

3. Pratappura P(2) CHW W, TK, HP Phone BS, KR Halol‐1 EA 4. Radhanpur P CWC, CHW W, TK, HP ‐(‐5 Kms) BS PR, KR Halol‐1 EA 5. Sura‐sultanpura P ‐(‐5 Kms) W ‐(‐5 Kms) BS PR, KR Halol‐13 ‐‐‐‐‐‐ 6. Jepura P, Ac(2) CHW W,TK PO BS PR, KR Halol‐11 ED, EAG 7. Timbi P CHW, CWC W, TK, HP ‐(‐5 Kms) BS PR, KR Halol‐3 EA 8. Rampura P CHW W ‐(‐5 Kms) ‐(‐5 KMs) PR, KR Halol‐7 EA 9. Mandvi P(2) CWC W, TK, HP ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐4 EA 10. Vadatalav P(2) PHS,CHW W, TK PO BS PR, KR Halol‐10 EA 11. Chhajdiwali P CHW W, TK, HP ‐(‐5 Kms) ‐(‐5 Kms) PR, KR Halol‐11 ED 12 Abhetwa P CHW, PHS,

RP W, TK, HP ‐(‐5 Kms) BS PR, KR Halol‐3 EA

13.. Ranipura P(2) CHW W, TK, TW, HP ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐6 ED 14. Gopipura P(2) PHS, O W, HP, R ‐(‐5 Kms) BS KR Halol‐4 EA 15. Baska P(2), O PHS, CHW TK, R Phone BS PR Halol‐3 EA 16. Narpura P CHW, CWC W, TK, HP, R ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐3 EA 17. Kotamaida P CHW W, T, TK, R ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐4 EA 18. Ambatalav P CHW W, TK, R ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐13 ED, EAG 19 Ujeti P(2), Ac PHS, CHW W, TK PO BS KR Halol‐8 EA 20. Panelav P, Ac CHW W, TK ‐(‐5 Kms) BS PR, KR Halol‐6 EA 21. Vanseti P, Ac CHW W,TK ‐(‐5 Kms) BS PR, KR Halol‐8 EA 22. Tajpura P CHW W,TK PO BS PR, KR Halol‐11 ED

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23. Jaliya kuva P CHW W, HP ‐(10+ Kms) BS, KR Halol‐10 ED 24. Nathkuva P(2) CHW W,HP ‐(‐5 Kms) ‐(‐5 Kms) KR Shivrajpur‐10 ED 25. Vankadia P(2) CHW W, HP ‐(‐5 Kms) BS KR Shivrajpur‐10 ED, EO 26. Navagam P(2) PHS W, TK, HP ‐(‐5 Kms) BS KR Halol‐12 EA 27. Vav P, Ac(3) CHW W, TK, C PO BS KR Halol‐8 EA 28. Ghansar P CHW W, TK PO BS PR, KR Halol‐6 EA 29. Vintoj P, H ‐(‐5 Kms) W, TK, HP PO BS PR, KR Halol‐16 EA 30. Kadachala P(7),

Ac(2) PHS, FPC, CHW

W, TK, HP ‐(‐5 Kms) BS PR Halol‐16 EA

31. Madar P, Ac CHW W, TK, N PO BS PR, KR Halol‐12 ED, EAG 32. Hadabiya P(4) PHS, FPC,

NH W, TK ‐(‐5 Kms) BS KR Halol‐18 EA

33. Ambavadiya P, Ac(2) CHW W, TK, HP ‐(‐5 Kms) BS PR, KR Halol‐17 ED, EAG 34. Gamdhirpura P, Ac PHS, CHW,

FPC, W,TK ‐(‐5 Kms) BS KR Shivrajpur‐6 ED,EO

35. Ravaliya P, Ac(2), H

CWC, PHS, FPC, CHW

W, TK, HP PO BS PR, KR Halol‐20 ED, EAG

36. Kakara Dungri P, Ac(3) MH, CHW W, TK PO ‐(‐5 Kms) KR Shivrajpur‐6 ED, EO 37. Hadmatia P,Ac(2) ‐(‐5 Kms) W, TK ‐(‐5 Kms) ‐(‐5 Kms) KR Shivrajpur‐8 ED,EO 38. Dholikuj P,Ac(2) ‐(‐5 Kms) W, TK ‐(‐5 Kms) ‐(‐5 Kms) KR Shivrajpur‐8 ED 39. Khareda P, Ac CHW W, HP ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐19 ED 40. Baliyadev P ‐(‐5 Kms) W,TK, HP, O ‐(‐5 Kms) BS PR, KR Halol‐20 ED, EAG 41. Rameshra P, H MH, PHC,

FPC, NH, RPW, T, TK, C PTO, Phone BS PR, KR Halol‐18 EA

42. Takhatpura P ‐(‐5 Kms) W, TK, HP ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐11 ED, EAG 43. Ramjikhantna muvada P CHW W, TK, HP, R,

C ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐12 EA

44. Chhatardivav P(2) PHS, FPC, CHW

W ‐(‐5 Kms) BS PR, KR Halol‐10 ED, EAG

45. Gokalpura P CHW W, TK ‐(‐5 Kms) ‐(‐5 Kms) KR Halol‐9 ED, EAG (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

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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

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

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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.

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

M/s. Alembic Pharmaceuticals Limited (API Unit‐I) has developed an effective green belt

within the factory and on periphery of the factory. Total 68,530.26 m2 land area is available

at site; out of this 24,000 m2 (i.e. approx 35 % of total area) is developed as greenbelt and

other forms of greenery. In addition to this, majority of the vacant land shall be planted

with trees, shrubs and grasses.

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:

• Already existing operating unit

• 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

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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 would be 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 ETP.

6.6 Solid Waste Management

Please refer Form‐I, Annexure‐V.

6.7 Power Requirement & Supply/Source

Please refer Section 3.8, Page No. 11 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 within

premises, 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.

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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).

We shall start construction of the project after getting EC and NOC.

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

project.

Total Existing Project Cost is Rs. 34.41 Crores and Cost for Proposed project activity is Rs.

36.81 Crores. Cost of EMS is 4.32 Crores (Proposed Scenario).

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 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.