proposed specialty chemicals, bulk drugs & bulk...

1

PRE - FEASIBILITY REPORT

for

PROPOSED SPECIALTY CHEMICALS, BULK DRUGS

& BULK DRUG INTERMEDIATES IN EXISTING

INORGANIC PRODUCTS UNIT

of

M/s. MAHADEV PHARMACEUTICALS PLOT NO. 1032/7 & 8, GIDC ESTATE, PANOLI – 394 116,

DIST: BHARUCH (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:

2

CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 15

3. Project Description 17

4. Site Analysis 22

5. Planning Brief 29

6. Proposed Infrastructure 32

7. Rehabilitation and resettlement (R & R) Plan 34

8. Project Schedule & Cost Estimates 34

9. Analysis of Proposal (Final Recommendations) 35

3

1.0 Executive Summary

1.1 Project Details

M/s. Mahadev Pharmaceuticals proposes new Specialty Chemicals, Bulk Drugs & Bulk Drug

Intermediates in existing Inorganic Products unit at Plot No. 1032/7 & 8, GIDC Estate, Panoli

– 394 116, Dist: Bharuch (Guj.).

1.1.1 Products along with Production Capacity

Production Capacity

(MT/Month)

Sr.

No.

Name of Product CAS Nos.

Existing Total After

Proposed

Expansion

Inorganic Products (Existing)

1 Potassium Sulphate 7778-80-5

2 Copper Sulphate 7758-98-7

3 Sodium Nitrate 7631-99-4

4 Ferrous Sulphate 7720-78-7

1200 1200

Additional Proposed

Group – A

5 BENZYLTRIMETHYL AMMONIUM CHLORIDE /

BENZYLTRIMETHYLAMMONIUM CHLORIDE SOLUTION

56-93-9 -

6 DIALLYLDIMETHYL AMMONIUM CHLORIDE 7398-69-8 -

7 1,3-DIDODECYL-2-METHYLIMIDAZOLIUM CHLORIDE 114569-84-5 -

8 BENZYLTRIPHENYL PHOSPHONIUM CHLORIDE 1101-88-5 -

9 CETYLTRIMETHYL AMMONIUM BROMIDE 57-09-0 -

10 CETYLTRIMETHYL AMMONIUM CHLORIDE / CETYL TRIMETHYL

AMMONIUM CHLORIDE SOLUTION OR CETRIMONIUM

CHLORIDE OR COPOLY TCPC CAT / HEXADECYL TRIMETHYL

AMMONIUM CHLORIDE

112-02-7 -

11 ETHYLTRIPHENYL PHOSPHONIUM BROMIDE 1530-32-1 -

12

LAURYL PYRIDINIUM CHLORIDE / DODECYL PYRIDINIUM

CHLORIDE

104-74-5 -

13 METHOXY METHYLTRIPHENYL PHOSPHONIUM CHLORIDE 4009-98-7 -

14 METHYLTRIBUTYL AMMONIUM CHLORIDE 75% 56375-79-2 -

15 METHYLTRIOCTYL AMMONIUM CHLORIDE 85% / 90% / 95% 5137-55-3 -

16 METHYLTRIPHENYL PHOSPHONIUM BROMIDE 1779-49-3 -

17 PHENYLTRIMETHYL AMMONIUM CHLORIDE 128-24-9 -

18 TETRABUTYL AMMONIUM ACETATE / TETRABUTYL

10534-59-5 -

300

4

AMMONIUM ACETATE SOLUTION

19

TETRABUTYLAMMONIUM BROMIDE /

TETRABUTYLAMMONIUM BROMIDE SOLUTION

1643-19-2 -

20

TETRABUTYL AMMONIUM CHLORIDE / TETRABUTYL

AMMONIUM CHLORIDE SOLUTION

1112-67-0 -

21 TETRABUTYLAMMONIUM FLUORIDE TRIYDRATE 87749-50-6 -

22 TETRABUTYLAMMONIUM HYDROGEN SULPHATE 32503-27-8 -

23 TETRABUTYLAMMONIUM IODIDE 311-28-4 -

24 TRIETHYL METHYL AMMONIUM CHLORIDE 10052-47-8 -

25 TETRAMETHYL AMMONIUM HYDROXIDE PENTAHYDRATE 10424-65-4 -

26 TETRAOCTYL AMMONIUM BROMIDE 14866-33-2 -

27

TETRAPROPYL AMMONIUM BROMIDE / TETRAPROPYL

AMMONIUM BROMIDE SOLUTION

1941-30-6 -

28

TETRAETHYL AMMONIUM BROMIDE / TETRAETHYL

AMMONIUM BROMIDE SOLUTION

71-91-0 -

29

TRIETHYLBENZYL AMMONIUM CHLORIDE / TRIETHYLBENZYL


56-37-1 -

30 TRIMETHYLSULPHONIUM BROMIDE 3084-53-5 -

31 TRIMETHYL BENZYL AMMONIUM DICHLOROIODIE 114971-52-7 -

32 BENZYL TRIBUTYL AMMONIUM BROMIDE 25316-59-0 -

33 BENZYL TRIBUTYL AMMONIUM CHLORIDE 23616-79-7 -

34 TETRA PHENYL PHOSPHONIUM BROMIDE 2751-90-8 -

35 TETRAMETHYL AMMONIUM CHLORIDE 75-57-0 -

36 TRIETHYL BUTYL AMMONIUM BROMIDE 5197-95-5 -

37 ETHYLTRIPHENYL PHOSPHONIUM CHLORIDE 896-33-3 -

38 ETHYLTRIPHENYL PHOSPHONIUM IODIDE 4736-60-1 -

39 BUTYL TRIPHENYL PHOSPHONIUM BROMIDE 1779-51-7 -

40 BUTYL TRIPHENYL PHOSPHONIUM CHLORIDE 13371-17-0 -

41

ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE / ETHYL

TRIPHENYL PHOSPHONIUM ACID ACETATE SOLUTION

35835-94-0 -

42 TRIMETHYLSULPHONIUM IODIDE 2181-42-2 -

43 TETRABUTYL AMMONIUM CHLORIDE MONOHYDRATE 37451-68-6 -

44

METHYL TRIALKYL(C8,C10) AMMONIUM CHLORIDE 80% / 90%

OR TCPC-CAT-18

63393-96-4 -

45 MYRISTYL DIMETHYL BENZYL AMMONIUM CHLORIDE 139-08-2 -

46 TRIETHYL METHYL AMMONIUM BROMIDE 2700-16-5 -

47 TETRAETHYLAMMONIUM CHLORIDE 56-34-8 -

48

(3-CHLORO-2-HYDROXYPROPYL) DODECYL DIMETHYL


41892-01-7 -

49

(3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL


41903-57-5 -

50 TETRABUTYL AMMONIUM NITRATE 1941-27-1 -

51 TETRABUTYL AMMONIUM NITRITE 26501-54-2 -

5

52

(3-CHLORO-2-HYDROXYPROPYL) TRIMETHYL AMMONIUM

CHLORIDE

3327-22-8 -

53 TETRABUTYL AMMONIUM HYDROXIDE OR CATALYST TQ4H 2052-49-5 -

54

DODECYL TRIMETHYL AMMONIUM CHLORIDE / LAURYL

TRIMETHYL AMMONIUM CHLORIDE

112-00-5 -

55

DODECYL TRIMETHYL AMMONIUM BROMIDE / LAURYL

TRIMETHYL AMMONIUM BROMIDE

1119-94-4 -

56 TETRADECYL TRIMETHYL AMMONIUM BROMIDE 1119-97-7 -

57 CETRIMIDE 8044-71-1 -

58 CETRIMIDE STRONG SOLUTION 40% 8044-71-1 -

59 CETYL PYRIDINIUM CHLORIDE 6004-24-6 -

60 BENZALKONIUM CHLORIDE 50% /80% 8001-54-5 -

Group-B

61 4- Chloro Benzhydryl Chloride 134-83-8 -

62 4-Chloro Benzhydryl Piperazine 303-26-4 -

63 Cetrizine Base 83881-51-0 -

64 N-Butyl Bromide 109-65-9 -

65 4-Bromo Phenol 106-41-2 -

66 P-Chloro Benzophenone 134-85-0 -

Total 1200 1500

LIST OF BY – PRODUCTS

SR.

NO.

NAME OF BY PRODUCT CAS No. QTY (MT/Month)

1 RECOVERED SOLVENTS - 110

2 SODIUM BROMIDE 7647-15-6

3 POTASSIUM BROMIDE 7758-02-3

4 POTASSIUM CHLORIDE 7447-40-7

5 HYDROGEN BROMIDE 10035-10-6

20

6 SODIUM CHLORIDE 7647-14-5 1.5

7 SODIUM SULPHATE 7757-82-6 1.5

8 DIL. SULPHURIC ACID Mixture

Sulfuric acid - 7664-93-9

Water - 7732-18-5

250

9 30% HCl Mixture

Hydrogen chloride - 7647-01-0

Water - 7732-18-5

700

6

1.2 Raw Material Requirement

LIST OF RAW MATERIAL (EXISTING)

SR. NO. PRODUCT WISE RAW MATERIALS QUANTITY (MT/MT)

1. Copper Sulphate

Copper Oxide 0.50

Sulfuric Acid 0.61

2. Potassium Sulphate

Potassium Hydroxide (85%) 0.72

Sulfuric Acid 0.56

3. Sodium Nitrate

Sodium Hydroxide 0.48

Nitric Acid (45%) 1.69

4. Ferrous Sulphate

MS Scrap 0.47

Sulfuric Acid 0.648

LIST OF RAW MATERIAL (ADDITIONAL PROPOSED)

Sr. No. Raw Material Quantity (MT/MT)

6. Diallyl Dimethyl Ammonium Chloride

DI Methylamine 0.500

Allyl Chloride 0.675


Charcoal 0.030

7. 1,3-DIDODECYL-2-METHYL IMIDAZOLIUM CHLORIDE

2-Methyl Imidazole 0.416

Lauryl Chloride 0.916

Acetone 0.190


8. BENZYL TRIPHENYL PHOSPHONIUM CHLORIDE / BENZYL TRIPHENYL PHOSPHONIUM CHLORIDE SOLUTION

TRI PHENYL PHOSPHINE 0.670

BENZYL CHLORIDE 0.300

TOLUENE 0.450

9. CETYL TRIMETHYL AMMONIUM BROMIDE

CETYL DIMETHYLAMINE 0.833

DIMETHYL SULPHATE 0.500

SODIUM BROMIDE 40% 1.000

ETHYL ACETATE 0.021

ISO PROPANOL 0.004

SODIUM HYDROXIDE 0.167

10. CETYLTRIMETHYL AMMONIUM CHLORIDE / CETYL TRIMETHYL AMMONIUM CHLORIDE SOLUTION OR

CETRIMONIUM CHLORIDE OR COPOLY TCPC CAT / HEXADECYL TRIMETHYL AMMONIUM CHLORIDE

CETYL DIMETHYLAMINE 0.250

METHYL CHLORIDE 0.060

ISO PROPANOL 0.100

EPITOL 0.010

WATER 0.580

11. ETHYL TRIPHENYL PHOSPHONIUM BROMIDE


7

ETHYL BROMIDE 0.285

ACETONITRILE 0.410

12. LAURYL PYRIDINIUM CHLORIDE / DODECYL PYRIDINIUM CHLORIDE

PYRIDINE 0.312

LAURYL CHLORIDE 0.625

ACETONE 1.000

13. METHOXYMETHYL TRIPHENYL PHOSPHONIUM CHLORIDE


METHYLAL 0.267

TOLUENE 0.060

ACETONE 0.030

ISO PROPANOL 0.133

ACETYL CHLORIDE 0.266

ACETIC ANHYDRIDE 0.040

14. METHYL TRI BUTYL AMMONIUM CHLORIDE.75% SOLUTION

TRI BUTYLAMINE 0.588


ACETONITRILE 0.314

CHARCOAL 0.010

WATER 0.245

15. METHYL TRI OCTYL AMMONIUM CHLORIDE. 85% / 90% / 95%

TRI OCTYLAMINE 0.833


ISO PROPANOL 0.250

GLYCERINE 0.083

OCTYL ALCOHOL 0.083

SODA ASH 0.083

ACETONITRILE 0.250

16. METHYL TRIPHENYL PHOSPHONIUM BROMIDE



SODIUM BROMIDE 40% SOLUTION 0.800

TOLUENE 0.030


17. PHENYL TRIMETHYL AMMONIUM CHLORIDE

N, N-DIMETHYL ANILINE 0.720


MIX XYLENE 0.360

METHANOL 0.036

SODIUM HYDROSULPHIDE 0.001

18. TETRA BUTYL AMMONIUM ACETATE / TETRA BUTYL AMMONIUM ACETATE SOLUTION

TETRA BUTYL AMMONIUM HYDROXIDE (40) 1.000

ACETIC ACID 0.250

19. TETRA BUTYL AMMONIUM BROMIDE / TETRA BUTYL AMMONIUM BROMIDE SOLUTION

TRI n-BUTYLAMINE 0.550

BUTYL BROMIDE 0.450

ACETONITRILE 0.300

ETHYL ACETATE 0.400

20. TETRA BUTYL AMMONIUM CHLORIDE / TETRA BUTYL AMMONIUM CHLORIDE SOLUTION

TETRA BUTYL AMMONIUM BROMIDE 1.200

8

POTASSIUM HYDROXIDE 0.320

TOLUENE 0.100

HYDROCHLORIC ACID (35%) 0.460

METHANOL 0.132

21. TETRA BUTYL AMMONIUM FLUORIDE TRIHYDRATE



METHANOL 0.100

HYDROFLORIC ACID (50%) 0.250

CHARCOAL 0.040

22. TETRA BUTYL AMMONIUM HYDROGEN SULPHATE


BUTANOL 0.060

SULPHURIC ACID 0.400

SODIUM HYDROGEN SULPHATE 0.120

SODA ASH 0.120

METHYL ETHYL KETONE 0.04

METHYL ISOBUTYL KETONE 0.04

METHYLENE DICHLORIDE 0.04

23. TETRA BUTYL AMMONIUM IODIDE


POTASSIUM IODIDE 0.500

ETHYL ACETATE 1.000

METHANOL 2.000

SULPHURIC ACID 0.333


24. TETRA METHYL AMMONIUM CHLORIDE

TRI METHYLAMINE 0.541


ISO PROPANOL 0.500

25. TETRA METHYL AMMONIUM HYDROXIDE PENTAHYDRATE

TETRA METHYL AMMONIUM HYDROXIDE 25% 2.0

26.TETRA OCTYL AMMONIUM BROMIDE

TRI OCTYLAMINE 0.667

OCTYL BROMIDE 0.346

ACETONITRILE 0.461

ETHYL ACETATE 0.461

SODA ASH 0.038

ISO PROPANOL 0.038

27. TETRA PROPYL AMMONIUM BROMIDE / TETRA PROPYL AMMONIUM BROMIDE SOLUTION

TRI n-PROPYLAMINE 0.523

PROPYL BROMIDE 0.46

ACETONITRILE 0.39

ETHYL ACETATE 0.39

28. TETRA ETHYL AMMONIUM BROMIDE / TETRA ETHYL AMMONIUM BROMIDE SOLUTION

TRI ETHYLAMINE 0.460

ETHYL BROMIDE 0.526

TOLUENE 0.296

ISO PROPANOL 0.059

29. TRIETHYL BENZYL AMMONIUM CHLORIDE / TRIETHYL BENZYL AMMONIUM CHLORIDE SOLUTION

9

TRI ETHYLAMINE 0.44


TOLUENE 0.294

ISO PROPANOL 0.058

DIMETHYLFORMAMIDE 0.019

CAUSTIC SODA 0.019

METHANOL 0.019

30. TRIMETHYL SULPHONIUM BROMIDE

DIMETHYL SULPHIDE 0.5



ACETONE 1.0


31. BENZYL TRIMETHYL AMMONIUM DICHORO IODIDE

TRI METHYLAMINE 0.16


TOLUENE 0.25

ISO PROPANOL 0.08

IODINE MONOCHLORIDE 0.5

ETHYL ACETATE 1.0

32. TRI BUTYL BENZYL AMMONIUM BROMIDE

TRIBUTYL BENZYL AMMONIUM CHLORIDE 1.0


METHANOL 2.0

HYDROBROMIC ACID (48%) 0.833

TOLUENE 2.0

33.BUTYL TRIPHENYL PHOSPHONIUM CHLORIDE


BUTYL CHLORIDE 0.25

TOLUENE 1.0

34. TETRA PHENYL PHOSPHONIUM BROMIDE


BROMO BENZENE 0.33

ETHYL CELLOSOLVE 1.25

35. TRIETHYL METHYL AMMONIUM CHLORIDE

TRI ETHYLAMINE 0.67


ACETONITRILE 1.25

36. TRIETHYL BUTYL AMMONIUM BROMIDE

TRI ETHYLAMINE 0.43

BUTYL BROMIDE 0.57

METHYL ETHYL KETONE 1.14

37. ETHYLTRIPHENYL PHOSPHONIUM CHLORIDE


ETHYL CHLORIDE 0.2

ACETONITRILE 1.64

38. ETHYL TRIPHENYL PHOSPHONIUM IODIDE


ETHYL IODIDE 0.3

ACETONITRILE 2.0

10

39. BUTYLTRIPHENYL PHOSPHONIUM BROMIDE


BUTYL BROMIDE 0.35

DI METHYL FORMAMIDE 1.34

40. BUTYLTRIPHENYL PHOSPHONIUM CHLORIDE


BUTYL BROMIDE 0.26

DI METHYL FORMAMIDE 1.12

41. ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE OR ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE

SOLUTION

ETHYL TRIPHENYL PHOSPHONIUM BROMIDE 1.16

GL.ACETIC ACID 0.19

ACETONITRILE 2.31

AMMONIA 0.05

42. TRIMETHYL SULPHONIUM IODIDE

DIMETHYL SULPHIDE 0.34

METHYL IODIDE 0.76

ACETONE 1.0

43.TETRABUTYL AMMONIUM CHLORIDE MONOHYDRATE

TETRA BUTYL AMMONIUM HYDROXIDE 0.88

HYDROCHLORIC ACID 1.26

44.METHYL TRIALKYL (C8, C10) AMMONIUM CHLORIDE

AL AMINE 0.92


ISOPROPYL ALCOHOL 1.84

45. MYRISTYAL DIMETHYL BENZYL AMMONIUM CHLORIDE

TRI METHYL AMINE 0.67

DI METHYL CARBONATE 0.35

ETHYL ACETATE 0.27

46. TRI ETHYL METHYL AMMONIUM BROMIDE

TRI ETHYL AMINE 0.53

METHYL BROMIDE 0.49

METHANOL 0.53

47. TETRA ETHYL AMMONIUM CHLORIDE

TRI ETHYLAMINE 0.65

ETHYL CHLORIDE 0.40

ACETONITRILE 1.50

48. (3-CHLORO-2-HYDROXYPROPYL) DODECYL DIMETHYL AMMONIUM CHLORIDE

N,N-DI METHYL DODECYL AMINE 0.63

WATER 1.27

EPICHLOROHYDRINE 0.27


49.(3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL AMMONIUM CHLORIDE

N,N-DI METHYL DODECYL AMINE 0.63

WATER 1.27



50. TETRABUTYL AMMONIUM NITRATE

TRIETHYL AMINE 0.4

ACETONE 0.8

11

ETHYL IODIDE 0.62

51.TETRABUTYL AMMONIUM NITRITE

TETRA BUTYL AMMONIUM HYDROXIDE 1.0

NITRIC ACID 0.25

52. 3-CHLORO-2-HYDROXYPROPYL TRI METHYL AMMONIUM CHORIDE

TRIMETHYL AMINE 0.32

WATER 0.62



ETHYL ACETATE 1.00

53. Tetra Butyl Ammonium Hydroxide or Catalyst TQ4H

Tri n-Butylamine 0.320

Butyl Bromide 0.250

Acetonitrile 0.150

Ethyl Acetate 0.200

Caustic Potash 0.150

Methanol 0.150

Carbon Dioxide 0.100

Water 0.600

Acetonitrile 0.967

Ammonium hydroxide 0.225

54.DODECYL TRIMETHYL AMMONIUM CHLORIDE / LAURYL TRIMETHYL AMMONIUM CHLORIDE

DODECYL DIMETHYLAMINE 0.833


ACETONE 1.5

55. DODECYL TRIMETHYL AMMONIUM BROMIDE / LAURYL TRIMETHYL AMMONIUM BROMIDE

DODECYL DIMETHYLAMINE 0.833

METHYL BROMIDE 0.167

ACETONE 1.5

56. TETRADECYL TRIMETHYL AMMONIUM BROMIDE

DODECYL METHYL AMINE 0.68

METHYL BROMIDE 0.29

ISOPROPYL ALCOHOL 1.35

57. CETRIMIDE

MYRISTYL DIMETHYLAMINE 0.83



ISO PROPANOL 0.08

ETHYL ACETATE 0.42


58. CETRIMIDE STRONG SOLUTION 40%


LAURYL DIMETHYLAMINE 0.17



ISO PROPANOL 0.08

EPITOL 0.08

ETHANOL 0.08

WATER 0.67


12

59. CETYL PYRIDINIUM CHLORIDE

PYRIDINE 0.4

CETYL CHLORIDE 0.72

ACETONE 1.2

WATER 0.04

60. BENZALKONIUM CHLORIDE.50% & 80%


LAURYL DIMETHYLAMINE 0.17


WATER 0.42

61. 4- Chloro Benzhydryl Chloride

Sodium Boro hydride 0.02

PCBP 0.26

HCl 3.00

62. 4-Chloro Benzhydryl Piperazine


PCBP 0.91

HCl 3.00

Piperazine 0.36

NaOH 0.70

63. Cetrizine Base

Methanol 0.13


PCBP 0.16

HCl 3.00

Piperazine 0.06

NaOH 0.12

Toluene 0.42

2-CE 0.15

TEA 0.005

MDC 0.86

KOH 0.04

SMCA 0.09

DMF 0.01

Acetone 0.90

64. N-Butyl Bromide

n-Butanol 0.6

Liquid Bromine 1.815

Sulphur as Catalyst 0.015

65. 4-Bromo Phenol

Phenol 0.54

Bromine 0.92

MDC 2.16

66. P-Chloro Benzophenone

Benzoyl Chloride 0.648

Chlorobenzene 0.519

Water 2.24

Aluminium Chloride 0.620

13

1.3 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 21 KL/Day (Existing: 3.2 KL/Day + Additional Proposed: 17.8

KL/Day) which will be met through GIDC water supply. Total wastewater generation will be

6.33 KL/Day (Existing: 1.2 KL/Day + Additional Proposed: 5.13 KL/Day). The neutralized low

COD effluent after primary treatment will be sent to the CETP of M/s PETL, Panoli for the

further treatment and final disposal. The neutralized high COD effluent after primary

treatment will be sent to the Common Spray Dryer of M/s PETL, Panoli for the further

treatment and final disposal. Domestic effluent will be sent to septic tank & soak pit.

1.4 Air Pollution Source and Control Management

There will be emission from Boiler, Process Vents (2 Nos.) & DG Set (1 No.). Adequate air

pollution control equipments i.e. Stack Height shall be provided & Two Stage Scrubbers shall

be installed to prevent air pollution.

1.5 Hazardous Waste

Generation Sr.

No

Type of Waste Category

Existing Total

Proposed

Mode of Treatment & Disposal

1. ETP Sludge 35.3 - 3.1

MT/Month

Collection, Storage, Transportation &

Sent to TSDF site of M/s. PSWML,

Panoli or M/s. BEIL, Ankleshwar

2. Used Oil 5.1 1

Lit/Month

25 Lit/Month Collection, Storage, Transportation &

Sale to registered re-processor or

used for lubrication within premises

3. Spent Carbon 28.3 - 1.5

MT/Month


co-processing in cement industries or

Send to M/s. BEIL, Ankleshwar for

incineration

4. Discarded Containers

/Barrels/Liners

Bags

33.1 1.2

MT/Month

0.8

MT/Month

1.5

MT/Month

1

MT/Month

Collection, Storage, Transportation,

Decontamination & sold to

registered vendor

5. Distillation Residue 36.1 - 11

MT/Month


Sent to Common Incineration of M/s.

BEIL, Ankleshwar or for Co-

Processing in Cement Industries

14

6. Spent Catalyst 28.2 - 0.2

MT/Month


Sell to regenerator

7. Off Specification

Products

28.4 - 0.2

MT/Month


send for co-processing or

incineration in CHWIF

8. Recovered Solvents

- - 110

MT/Month


Sell to end user

9. Sodium Bromide - -

10. Potassium Bromide - -

11. Potassium Chloride - -

20

MT/Month

12. Sodium Chloride - - 1.5

MT/Month

13. Sodium Sulphate - - 1.5

MT/Month

14. Dil. Sulphuric Acid - - 250

MT/Month

15. 30% HCl - - 700

MT/Month

Collection, Storage & Sold to re-

processors or end users

1.6 Green Belt

Total 2,638.56 m2

land area is available at site; out of this 250 m2 (i.e. 9.47 % of total area)

will be developed as greenbelt and other forms of greenery.

1.7 Power & Fuel Requirements

Power requirement will be 120 HP (existing) + 150 HP (additional proposed) = 270 HP

which will be taken from DGVCL. 1 No. of 62 KVA DG Set will be kept for emergency power

back up.

Fuel: Natural Gas: 1,200 Sm3/Month, LDO: 500 Lit/day

15

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




Identification of the project proponent

Sr.

No

Name of the Director

1 Mr. Hareshkumar H. Gajera

2 Mr. Arvindbhai S. Gajera

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 manufacture is increasing in the country. By this

expansion, Mahadev Pharmaceuticals will be able to meet the demand of various products

internationally and locally. 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 our current customers and various traders,

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

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

16

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials, it will make us very competitive

against imported finished products and we will be able to increase the export of our

finished products.

2.6 Export possibility

We shall export our products.

2.7 Domestic/Export Markets

Majority of the products will be exported and some products will be sold in local market.

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

M/s. Mahadev Pharmaceuticals will give direct employment to 25 nos. of 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.

17

3.0 Project Description

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

No interlinked project has been submitted.

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

site layout) with coordinates.

• Map showing general location

PROJECT

SITE

18

• Specific location and project boundary

19

Plot Layout

20

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

particularly the environmental considerations gone into should be highlighted.

Looking to the market demand of the products in International market, it was decided by

M/s. Mahadev Pharmaceuticals to expand the existing facility. Over and above major raw

material suppliers are available in this region and considering existing operational unit in

Panoli GIDC, it was finally decided to expand the existing facility.

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

• Site situated in Notified Industrial Estate.

• Site is well connected by road & Rail

• Proximity to raw material suppliers

• Availability of power and cleaner fuel - natural gas.

• Availability of water from GIDC water supply

• Availability of effluent discharge pipeline to deep Sea through NCTL (BEAIL) pipe line via

PETL, Panoli

• Availability of common TSDF and common incineration sites in nearby area.

• Availability of skilled workmen

• Proximity to cities like Bharuch and Ankleshwar, ensure access to already existing social

and commercial infrastructure.

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

� Efficient transport facilities.

� Environment-friendly zone.

� Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.1.1

21

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 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 international market and some products will be sold in

domestic market.

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

briefly outlined.

Every effort will be put to recycle/reuse the water.

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

given.

Water Source

Total water requirement shall met through GIDC water supply.

Power & Fuel Requirement

Power requirement will be 120 HP (Existing) + 150 HP (Additional Proposed) = 270 HP

which will be taken from DGVCL. 1 No. of 62 KVA DG Set will be kept for emergency power

back up.

Fuel: Natural Gas: 1200 Sm3/Month, LDO: 500 Lit/day

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

management/disposal.

Please refer Form-I, Annexure-V.

22

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

purpose.

4.0 Site Analysis

4.1 Connectivity







PETL, Panoli





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

23

4.2 Land Form, Land Use and Land Ownership

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.

(Source: Environmental Information Center, New Delhi)

24

AREAS UNDER DIFFERENT LANDUSE

(Source: Environmental Information Center, New Delhi)

4.4 Existing Infrastructure

The proposed expansion is within the existing premises located in G.I.D.C., Panoli, Dist -

Bharuch, which is a well developed designated Industrial Area.

Total Plot Area = 2,638.56 m2

Green Belt = 250 m2

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

25

4.5 Soil Classification

Soil Characteristics under Project Area are as below Table;

Mappi

ng

Catego

ry

Area

in (Sq

km)

Description Taxono

my1

Taxonom

y2

Class Sub_C

lass

Soil

Unit

(Order)

Physiog

raphy

Dept

h

Erosi

on

Drain

age

Surfa

ce

Textu

re

pH Salinity

/

Alkalini

ty

Calca

reous

ness

Fertilit

y

B 54.85 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,

montmori

llonitic

(calcareou

s)

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

interfl

uves

Vertisol

/

Inceptis

ol

Very

Gently

sloping

Very

Deep-

Deep

Slight Mod.

Well

Fine Neutr

al

Nil Calcar

eous

Mediu

m

C 0.12 Very deep,

moderately well


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,

montmori

llonitic,

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

interfl

uves

Vertisol

/

Inceptis

ol

Very

Gently

sloping

Very

Deep

Mode

rate

Mod.

Well

Fine Neutr

al

Nil Nil Mediu

m

26

D 103.3

3

Very deep,

moderately well


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,

montmori

llonitic

(calcareou

s),

isohypert

hermic

Vertic

Ustropept

s

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Inceptis

ol

Nearly

level

alluvial

V.Dee

p-

Deep

Slight Mod.

Well

Fine Slightl

y

alkali

ne

Slight

Salinity

Calcar

eous

Mediu

m

G 63.34 Very deep,

moderately well


very gently sloping

alluvial plain with

moderate erosion;

associated with very

deep, moderately well


nearly level lands with

slight erosion.

Fine,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sters

Fine,

montmori

llonitic,

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Very

gently

sloping

Very

Deep

Sligt-

Mod.

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Nil Nil Mediu

m

27

H 80.95 Very deep,

moderately well


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,

montmori

llonitic

(calcareou

s),

hyperther

mic Typic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

aluvial

Very

Deep

Slight

-

Sever

e

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Nil Nil Low-

Mediu

m

J 1.36 Very deep,

moderately well


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,

montmori

llonitic,

(calcareou

s),

hyperther

mic Udic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Very

gently

sloping

Very

Deep

Mode

rate

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Modera

te

Nil Low-

Mediu

m

K 7.83 Moderately deep,

moderately well



plain with slight

erosion and moderate


with very deep,

moderately well

drained, calcareous,

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Fine,

montmori

llonitic,

(calcareou

s),

isohypert

hermic

Udic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

Mod.

Deep-

V.Dee

p

Slight

Erosio

n

Well-

Mod.

Fine

Soils

Slightl

y

alkali

ne

Modera

te

Nil Mediu

m

28

fine soils with slight

erosion and slight

salinity

L 1.31 Very deep,

moderately well



plain with slight



with very deep,

imperfectly drained,

calcareous, very fine

soils with slight


salinity

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Very-fine,

montmori

llonitic

(calcareou

s),

isohypert

hermic

Udit

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

Very

Deep

Slight

Erosio

n

Weel

Drain

ed-

Fine

Soils-

V.Fin

e

Soils

Slightl

y

alkali

ne

Modera

te

Nil Mediu

m

(Source: Environmental Information Centre, New Delhi)

29

SOIL CHARACTERISTICS MAP

(Source: Environmental Information Centre, New Delhi)

4.6 Climatic data from secondary sources.

Shall be incorporated in the 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.

Type of Industry: M/s. Mahadev Pharmaceuticals proposes new Specialty Chemicals, Bulk

Drugs & Bulk Drug Intermediates in existing Inorganic Products unit at Plot No. 1032/7 & 8,

GIDC Estate, Panoli – 394 116, Dist: Bharuch (Guj.).

30

5.2 Population Projection

Shall be incorporated in the EIA Study.

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

Total Plot Area: 2,638.56 m2

Total 2,638.56 m2

land area is available at site; out of this 250 m2 (i.e. 9.47 % of total area)

will be 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

Taluka Village Educational Medical Drinking Water Post &

Telegraph

Communi

cation

Approach

to Village

Nearest

Town

Power

Supply

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

Ankleshw

ar

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

31

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

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

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

Mangrol

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

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

3. Drinking Water

T-Tap Water

HP-Hand Pump

TK-Tank Water

32

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.

6.0 Proposed Infrastructure

Proposed Expansion is within the existing premises in Panoli GIDC.

6.1 Green Belt

M/s. Mahadev Pharmaceuticals shall develop an effective green belt within the factory and

on periphery of the factory. 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.

33

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

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







PETL, Panoli





6.4 Drinking water Management (Source & Supply of water)

Total water requirement shall be met through GIDC water supply.

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

sections of the industry. These liquid wastes are sent to septic tank & soak pit.

6.6 Solid Waste Management

Please refer Form-I, Annexure-V.

6.7 Power Requirement & Supply/Source

Please refer Section 3.8 of this report.

34

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 activity area and it is open

industrial land which is purchased from GIDC for development of factory, so R & R policy is

not applicable to this project.

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

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

no permanent impact on this account. The increasing industrial activity will boost the

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

8. Project Schedule & Cost Estimates

8.1 Likely date of start of construction and likely date of completion (Time schedule for

the project to be given).

All activities related to expansion shall be started soon after getting Environmental

Clearance.

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

project.

Total Project Cost for proposed expansion project activity is Rs. 250 Lakhs. Cost for EMS is

Rs. 25 Lakhs.

Particulars Amount (Rs. in Lakhs)

Existing Additional Proposed Total

Land Cost 30 - 30

Civil Work ( Process & Utility) 20 125 145

Plant & Machinery Cost 20 100 120

Plant & Machinery cost for

EMS (Including ETP Civil Work) - 25 25

Total Project Cost 70 250 320

35

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 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.

proposed specialty chemicals, bulk drugs & bulk...

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