Project feasibility report - Welcome to...

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PRE ‐ FEASIBILITY REPORT

for

PROPOSED EXPANSION OF API & API INTERMEDITES IN EXISTING UNIT

of

M/s. ALEMBIC PHARMACUETICALS LIMITED (API UNIT‐II)

SURVEY NO: 137, 144P & 145P, AT: PANELAV, POST: TAJPURA, 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:





Prepared By:

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CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 5

3. Project Description 7

4. Site Analysis 11

5. Planning Brief 17

6. Proposed Infrastructure 21

7. Rehabilitation and resettlement (R & R) Plan 22

8. Project Schedule & Cost Estimates 22

9. Analysis of Proposal (Final Recommendations) 23

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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/Annum)

Total after Proposed Expansion (MT/Annum)

1 Candesartan Cilexetil 5 2 Celecoxib 12 3 Irbesartan 2 4 Losartan Potassium 12 5 MEM Chloride 6 6 Moclobemide 2 7 Olmesartan 2 8 Ropinorole 3 9 Valsartan 3 10 Bupropion Hydrochloride ‐ 11 Etoricoxib ‐ 12 O Des Venlafaxine ‐

300

Total 47 300

1.2 Water Requirement, Waste Water Generation and Treatment

Total water requirement in Existing Scenario is 42.5 m3/day which is met through ground

water. The wastewater generation in Existing Scenario is 24.5 m3/day which is treated in

existing ETP. Domestic wastewater of 6 m3/day (sewage) is disposed by septic tank & soak

pit system. After treatment, 4.8 m3/day is Steam Purge of MEE which is added to 24.5

m3/day of Wastewater to ETP so ultimately it becomes 24.5 + 4.8 = 29.3 m3/day, out of

which 28.3 m3/day is recycled back, 0.25 m3/day is loss and 0.75 m3/day is sent for further

evaporation.

Total water requirement in Proposed Scenario will be 50 m3/day which is met through

ground water. The wastewater generation in Proposed Scenario will be (40 m3/day + 5

m3/day MEE steam purge) = 45 m3/day which shall be treated in ETP. Domestic wastewater

of 15 m3/day (sewage) shall be disposed by treatment in ETP. After treatment, 33 m3/day

(RO Permeate) & 23 m3/day (MEE Condensate) is recycled back for Cooling & Gardening

Purpose. Ultimately it is a Zero Discharge Unit.

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1.3 Air Pollution Source and Control Management

There will be emission from Boiler and Process Vents.

1.4 Hazardous Waste

In Existing as well as Proposed Scenario, Hazardous waste generation is ETP Sludge; Sludge

from wet scrubber whish is Collected, Stored, Transported and Disposed at Common TSDF

site. Discarded Containers/ Barrels/ Liners contaminated with Hazardous Waste/ Chemicals

which are Collected, Stored, Decontaminated, Transported and Disposed by selling out to

authorized recyclers/ re‐processor. Used Oil/Spent Oil will be Collected, Stored, Transported

& Disposed by selling to GPCB Registered Reprocessors. Distillation Residue from

contaminated organic solvent, Wastes/ Residues, Spent Catalyst/ Spent Carbon, Filters and

Filter material & Distillation Residue (CME Pan) which are Collected, Stored, Transported

and Disposed by Incineration at CHWI of NECL/ SEPPL or co‐processing in cement industries.

Also Dilute Solvent & Stripper Solvent are going to be generated in proposed scenarios and

will be disposed as per the prescribed norms.

1.5 Green Belt

Total 37,332 m2 land area is available at site; out of this 20,194 m2 (i.e. approx 54 % of total

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

1.6 Power & Fuel Requirements

The power requirement is 600 KVA. Power requirement is fulfilled from MGVCL. Also 1 Nos.

of 750 KVA DG Sets is kept for emergency power back up.

Furnace Oil: 0.120 kl/Hr, HSD (As per requirement for proposed DG Set): 0.130 kl/hr is used

as fuel.

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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.

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

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

unit of Bulk drug & intermediates of M/s. Alembic Pharmaceuticals Limited (API DIV‐II) is

located at: Panelav, Tal: Halol, Dist: Panchmahal‐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, bulk drug intermediates 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‐II) established in 1996. In

order to meet the growing market demand of Bulk drugs and bulk drug intermediates and

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

plant, M/s Alembic Pharmaceuticals Limited (API DIV‐II) proposes to expand manufacturing

activities by increasing production capacity at existing Bulk Drug & Intermediate unit.

2.2 Brief description of nature of the Project

Proposed Expansion of APIs & Intermediates 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‐II) 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‐II) 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)

• 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.

Proposed Expansion is within Existing Premises

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‐I. Majority of

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

depending on the international market.

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

briefly outlined.

The wastewater generation in Existing Scenario is 24.5 m3/day which is treated in ETP.

Domestic wastewater of 6 m3/day (sewage) is disposed by septic tank & soak pit system.

After treatment, 4.8 m3/day is Steam Purge of MEE which is added to 24.5 m3/day of

Wastewater to ETP so ultimately it becomes 24.5 + 4.8 = 29.3 m3/day, out of which 28.3

m3/day is recycled back, 0.25 m3/day is loss and 0.75 m3/day is sent for further

evaporation.

The wastewater generation in Proposed Scenario will be (40 m3/day + 5 m3/day MEE steam

purge) = 45 m3/day which shall be treated in ETP. Domestic wastewater of 15 m3/day

(sewage) shall be disposed by treatment in ETP. After treatment, 33 m3/day (RO Permeate)

& 18 m3/day (MEE Condensate) is recycled back for Cooling & Gardening Purpose.

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Ultimately it is a Zero Discharge Unit.

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

Energy:

600 KVA from MGVCL. Also 1 Nos. of 750 KVA DG Sets will be kept for emergency power

back up.

Fuel:

Furnace Oil: 0.120 kl/Hr, HSD (As per requirement for proposed DG Set): 0.130 kl/hr is used

as fuel.

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.

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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


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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


4.4 Existing Infrastructure

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

Area (sq. mt.) Sr. No.

Land use Existing Proposed Total

A Plant Facilities 2817 800 3617B Storage (Fuel) 77 0 77C Storage (Water) 84 106 190D Storage (Hazardous waste) 45 125 170E Storage (Hazardous chemicals) 885 215 1100F Storage (Others) 525 205 730G Approach road(s) 5896 0 5896H Green belt 20194 0 20194I Others (Misc.) 5225 133 5358J Open Land 1584 0 0

Total: 37332 1584 37332

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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


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



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


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 & Intermediates 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


19,388 247 928 10.79 %


50,511 161 895


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 37,332 m2 land area is available at site; out of this 20,194 m2 (i.e. approx 54 % 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

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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 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

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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

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‐II) has developed an effective green belt

within the factory and on periphery of the factory. Total 37,332 m2 land area is available at

site; out of this 20,194 m2 (i.e. approx 54 % of total area) is developed as greenbelt and

other forms of greenery.

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 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 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 are sent to septic tank & soak pit (and after expansion 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. 10 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, 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 NOC.

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

project.

Total Existing Project Cost is Rs. 9.1 Crores and Cost for Proposed expansion project activity

is Rs. 32 Crores. Cost of EMS is 2.68 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.

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