proposed bulk drug and bulk drug intermediate plant in dahej...

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PRE FEASIBILITY REPORT

For

PROPOSED BULK DRUG AND BULK DRUG

INTERMEDIATE PLANT IN DAHEJ GIDC

of

M/s. NUTRAPLUS INDIA LTD.

PLOT NO. D-2/CH-42/43, GIDC ESTATE,

DAHEJ, TAL: VAGRA, DIST. BHARUCH

1

CONTENTS

Sr. No. Description Page No.

1. Executive Summary 2

2. Introduction of the Project/Background information 19

3. Project Description 21

4. Site Analysis 28

5. Planning Brief 35

6. Proposed Infrastructure 38

7. Rehabilitation and resettlement (R & R) Plan 40

8. Project Schedule & Cost Estimates 40

9. Analysis of Proposal (Final Recommendations) 41

2

1.0 EXECUTIVE SUMMARY

1.1 Company Profile

• NPIL was incorporated as a private limited company in February 1990 and was

turned into a public limited company in June, 1992.

• Manufacturing unit was commissioned to make APIs and Intermediates in 1995.

• NPIL is engaged into manufacturing of APIs & intermediates. NPIL has been

undertaking contract manufacturing activities since 1998 for companies like

Cemagis Israel ,Kofflok Israel ,Calyx Chemicals, Alkem India and many more Indian

companies.

1.2 Project Details

1.2.1 Products along with Production Capacity

List of Products and their capacity

SR. NO. PRODUCT NAME PROPOSED CAPACITY

(MT/MONTH)

1 IBUPROFEN

880

2 DICLOFENAC SODIUM

3 ACECLOFENAC

4 NIMESULIDE

5 CHLORZOXASONE

6 MEFENAMIC ACID

7 MESALAMINE

8 ALBENDAZOLE

9 FEBENDAZOLE

10 MEBENDAZOLE

11 METRONIDAZOLE

12 METRONIDAZOLE BENZOATE

13 TINIDAZOLE

14 ORNIDAZOLE

15 OXYCLOZANIDE

16 ROXARSONE

17 CHLORPHENIRAMINE MALEATE (C.P. MALEATE)

18 BROMHEXINE HCL

19 AMBROXOL HCL

20 PHENYLEFFRINE HCL

21 DEXO METHER PHAN HBR

3

22 SALBUTEMOL SULPHATE

23 THEOPHYLLIN

24 CAFFEIN

25 THEOBROMINE

26 CIPROFLOXACIN

27 OFLAXACIN

28 ENROFLOXACIN

29 SILDINAFIL CITRATE

30 TRAMADOL HCL

31 LUMEFANTRINE

32 ALUMINIUM HYDROXIDE GEL/POWDER

33 AMPICILLIN

34 AMOXICILLIN

35 CLOXACILLON

36 CEPHALEXIN

Total 880

1.2.2 List of By-Product and their capacity

SR. NO. BY-PRODUCT NAME PROPOSED CAPACITY

(MT/MONTH)

1 KCl Salt 84

2 Sodium Carbonate 25

3 Caustic Solution 60

4 HCL (32%) 24

5 Sodium Bromide 16

6 AlCl2 20

7 Piperazine ML 40

8 Sulphuric Acid (70%) 10

9 Liqour Ammonia 30

10 Sodium Acetate 12

1.3 Raw Material Requirement

Sr. No. List of Raw Materials Quantity MT/MT

1 IBUPROFEN

1 MCA 0.83

2 IPA 3.75

3 Sulphuric Acid 0.23

4 Soda Ash 0.10

5 Iso Butyl Benzene 0.83

4

6 Aluminium Chloride 0.90

7 EDC 2.00

8 AMMONIA SOLUTION 0.28

9 HCL 0.21

10 ACETYL CHLORIDE 0.54

11 SODIUM METAL 0.19

12 C.S.LYE 0.78

13 H2SO4 1.04

14 SODIUM DICHROMATE 0.66

15 ACETONE 2.48

16 N-HEXANE 1.27

17 WATER 12.65

2 DICLOFENAC SODIUM

1 2,6 Dichloro phenol 0.74

2 Toluene 1.04

3 Potassium carbonate 0.40

4 Mono Methyl chloro Acetic Acid 0.55

5 Aniline 0.42

6 Sodium Methoxide Solution 0.85

7 WATER 0.37

8 Chloro Acetyl Chloride 0.56

3 ACECLOFENAC

1 Chloro Acetyl Chloride 0.55

2 Tertiary Butyl Alcohol 0.36

3 Di Methyl Aniline 0.64

4 SODA ASH 0.01

5 CAYSTIC LYE 48% 0.45

6 Diclofenac Sodium 1.02

7 Toluene 1.02

8 Water 0.51

9 FORMIC ACID 0.70

4 NIMESULIDE

1 PHENOL 0.44

2 KOH 0.27

3 ONCB 0.65

4 Acetic acid 0.01

5 IRON POWDER 0.79

6 Methane Sulphonyl Chloride 0.48

7 NN Dimethyl Aniline 0.44

8 CAUSTIC LYE 0.31

9 Conc HNO3 70 % 0.60

5

10 Toluene 1.00

11 WATER 2.72

12 METHANOL 2.20

13 CARBON 0.02

5 CHLORZOXAZONE

1 4-Chloro-2- Amino Phenol (4CAP) 0.93

2 UREA 0.93

3 Hydrochloric Acid 3.90

4 METHANOL 2.93

5 ACTIVATED CARBON 1.17

6 SULPHURIC ACID 0.10

7 ACETIC ACID 0.05

8 SODIUM HYDROSULPHITE 0.05

6 MEFENAMIC ACID

1 2-Chloro Benzoic Aid 0.52

2 2,3-xylidine 4.43

3 Toluene 3.13

3 K2CO3 2.29

4 Cuprous Chloride 0.08

5 DMF 0.05

6 Carbon 0.02

8 Liq.Ammonia 0.10

9 WATER 0.52

10 Hyflow 0.01

7 MESALAMINE

1 POTASSIUM HYDROXIDE 2.19

2 2-chloro-5- nitro benzoic acid 1.56

3 HYDROCHLORIC ACID 2.66

4 WATER 4.69

5 SODIUM CARBONATE 0.51

6 RANEY NICKEL 0.25

7 SODIUM HYDROXIDE 4.06


9 CHARCOAL 0.18

10 SODIUM BICARBONATE 0.47

8 ALBENDAZOLE

1 Ortho Nitro Aniline 1.06

2 Ammonium Thiocynate 1.24

3 Methanol 9.58

4 Chlorine Gas 0.76

6

5 WATER 1.91

6 Caustic Soda 1.70

7 N- Propanol 3.82

8 N-Propyl Bromide 0.90

9 Toluene 3.82

10 Sodium Hydrosulphide DILUTED 4.46

11 CYAANAMIDE SOLUTION (L-500) 0.53

12 METHYL CHLORO FORMAT 0.65

13 ACETONE 2.68

9 FEBENDAZOLE

1 5 chloro 2 nitro aniline 0.77

2 Methanol 2.97

3 Thiophenol 0.53

4 RANEY NICKEL 0.05

5 Cyanamide Soln(50%) 0.38

6 Methyl Chloro Formate 0.45

7 Caustic Flakes 0.41

8 BUTYL ACETATE 0.45


10 WATER 0.50

11 METRONIDAZOLE

1 2 Methyl 5 Nitro Imidazole 1.56

2 Gl A .Acid 1.28

2 Acetic Anhydride 0.08

3 ETHYLENE OXIDE 2.08


5 LIQ NH3 2.08

7 WATER 11.08

8 METRONIDAZOLE CRUDE 1.37

10 CARBON 0.01

12 METRONIDAZOLE BENZOATE

1 METRONIDAZOLE 0.71

2 BENZENE 1.79

3 BETA PICOLINE 0.54

4 BENZOYL CHLOIRDE 0.71

5 LIQUOR AMMONIA 25% 0.14

6 METHANOL 2.50

7 CHARCOAL 0.04

13 TINIDAZOLE

1 2 METHYL 5 NITROMIDAZOLE 1.41

7

2 BENZENE 1.12

3 ETHYL THIO ETHANOL 1.12


5 LIQ AMMONIA 2.54

6 SULPHIDE COMPOUND 1.35

7 H2O2 50 % 1.29

8 METHANOL 0.84

9 WATER 3.10

10 CHARCOAL 0.03

14 ORNIDAZOLE

1 2 Methyl 5 Nitro Imidazole 1.92

2 Formic Acid 85% 1.15

3 Methylene Chloride 7.75

4 Epichloro Hydrine 1.73

5 Liq Ammonia 4.42


7 Methanol 1.73

8 Activated Carbon 0.06

10 MEBENDAZOLE

1 PCBA 0.87

2 HNO3 55% 0.74

3 H2SO4 3.48

4 WATER 24.17

5 BENZENE 4.17

6 THIONYL CHLORIDE 0.74

7 ALUMINIUM CHLORIDE 0.96

8 LIQ AMMONIA 2.87

9 METHANOL 6.93

10 SULPHUR 0.94


12 THIOUREA 0.63

13 DIMETHYL SULPHATE 0.65

14 CAUSTIC SODA LYE 3.49

15 DABP 0.83

16 METHYL CHLORO FORMATE 1.00

18 ACETIC ACID 0.25

19 D M WATER 1.67

15 OXYCLOZANIDE

1 3, 5, 6 Tri Chloro Salicylic Acid 0.61

2 Thionyl Chloride 0.30

3 2, 4 -Di chloro - 6- Amino Phenol 0.45

8

4 Mono Chloro Benzene (Fresh) 0.18

5 Mono Chloro Benzene (Recovered) 3.92

6 Acetone (Fresh) 0.39

7 Acetone (Recovered) 2.79


16 ROXARSONE

1 SODA ASH 3.38

2 ARSENIC TRIOXIDE 1.71

3 PARA CHLORO ANILINE 1.24

4 HCL 30 % 5.74

5 SODIUM NITRITE 0.83


7 COPPER SULPHATE 0.15

8 NITRIC ACID 98% 0.95

9 CAUSTIC LYE 48% 2.78

10 CARBON 0.04

11 WATER 18.60

17 BROMHEXINE HCL

1 Mono Chloro Benzene 3.87

2 Ortho Nitro Toluene 0.85

3 Dibromo dimethyl hydantoin 0.99

4 Azobisisobutyronitrile 0.07

5 Sodium bio-carbonate soln. 0.77

6 N-Methyl Cyclohexylamine 0.96

7 Water 4.79

8 Hydrochloric Acid (30%) 1.27

9 Methanol 7.75

10 Iron Powder 1.48

11 Liq . Bromine 1.13

12 Ethyl Acetate 5.63

13 Sodium Hydro Sulphite 0.03

14 Act.Carbon 0.04

18 AMBROXOL HCL

1 METHANOL 3.41

2 METHYL ANTHRANILATE 0.54

3 BROMINE 0.63

4 LIQ. AMMONIA 0.15

5 HYDROGEN PEROXIDE 0.20

6 WATER 1.62

7 THF 1.78

8 SODIUM BORO HYDRIDE 1.22

9

9 ACETIC ACID 0.22

10 TOLUENE 7.73

11 CHARCOAL 0.04

12 MANGANESE DIOXIDE 1.93

13 SODIUM BOROHYDRIDE 0.10

14 TRANS 4-AMINO CYCLOHEXANOL 0.29

15 IPA 3.23

16 ACT CARBON 0.01

17 HCL 0.24

19 CHLORPHENIRAMINE MALEATE (C.P. MALEATE)

1 MECL2 2.40

2 ACETAMIDE 0.16

3

HMDS

0.20

4 7 ADCA 0.25

5 D(ALPHA) PGCH 0.29

6 TEA 0.28

7 METHANOL 0.56


9 ACETONE 0.80

20 PHENYLEFFRINE HCL

1 3 Hydroxy Acetophenone 0.02

2 Ethyl Acetate 0.04

3 Bromine 0.01

4 Toluene 0.01

5 Sodium Bi Carbonate Solution 0.02

6 2-Methyl Benzyl Amine 0.03

7 IPA HCl 0.02

8 Methanol 0.14

9 Palladium Charcoal Catalyst 0.01

10 Carbon 0.01

11 Liq.Amonia 0.06

12 IPA 0.06

13 L(+)Tartaric Acid 0.01



16 IPA HCl 20% 0.01

17 Acetone 0.03

18 DM Water 0.62

21 DEXO METHER PHAN HBR

10

1 Cyclo Hexnyl ethyl amine 1.50

2 4 methoxy phenyl acetic acid 1.89

3 Phosphorous oxy chloride 1.29

4 Sodium Bromo Hydride 0.14

5 Ortho Xylene 0.50

6 Caustic soda lye 5.77

7 Toluene 5.00

8 Sodium Salt 0.50

9 D Mandalic acid 0.92

10 SMO 0.40

11 Methyl formate 0.74

12 Phosphoric acid 3.68

13 Phosphorous pentoxide 2.61

14 Methanol 1.00

15 Formaldehyde 0.48

16 Formic acid 1.36


18 Acetone 0.50

19 Hydrobromic acid 0.46

22 SALBUTAMOL SULPHATE

1 METHYL SALICYLATE 0.13

2 ETHYLENE CHLORIDE 0.53


4 ACETYL CHLORIDE 0.13

5 ICE 0.67

6 ACETONE 0.67

7 POT CARBONATE 0.10

8 BENZYL CHLORIDE 0.10

9 METHANOL 0.18

10 TBAB 0.01

11 METHANOL 0.80

12 BROMINE 0.09

13 T-BUYL AMINE 0.08

14 SODIUM BOROHYDRIDE 0.03

15 METHANOL 1.13

16 ETHYL ACETATE 1.00

18 A CHARCOAL 0.10


23 THEOPHYLLIN

1 Urea 0.77

11

2 MMA Gas 0.58

3 CAA Aqueous 1.19

4 MIBK 0.09


6 Sodium Nitrite 0.73

7 Caustic Lye 48 % 1.34

8 Sulphuric acid (98%) 0.70

9 Iron Powder 1.11


11 Hydroso 0.01

12 Formic Acid 0.62

13 Process Salt 2.00

14 Hyflo 0.01

15 Hydroso 0.01

16 A.Carbon 0.20

24 CAFFEIN

1 Urea 0.68

2 MMA Gas 0.58

3 CAA Aqueous 1.04

4 Sulphuric Acid 98% 0.62

5 MIBK 0.09



8 Caustic Lye 48 % 1.30

9 Iron Powder 0.98


11 Hydroso 7.00

12 Formic Acid 0.55

13 Process Salt 1.76

14 Hyflo 0.01

15 DMS 0.82

16 HCl 0.20

17 Chloroform 0.24

18 A.Carbon 0.30

25 THEOBROMINE

1 CYNOACETIC ACID (CAA) 0.88

2 Monomethylurea 0.97

3 Acetic anhydride 1.33

4 WATER 13.65

5 CAUSTIC FLAKES 0.71

12

6 HCL 3.76

7 BROMINE 0.94

8 H2O2 0.20

9 AMINO BROMO METHYL URACIL (ABMU) 2.65

10 MMA GAS 1.00

11 NITROMETHYL URACIL (NMU) 1.33

12 D M WATER 6.64

13 FORMIC ACID 0.55

14 C S LYE 48% 1.33

15 CARBON 0.03

26 CIPROFLOXACIN

1 3 Chloro 4 Fluoro Aniline 1.25

2 Cyclopropylamine 0.27

3 Triethyl ortho Formate 1.08

4 Piperazine 1.17

5 Sodium Methoxide 0.88

6 Dimethyl Carbonate 1.40

7 Dimethyl Sulphoxide 2.73

8 Pyridine 0.56

9 Acetyl Chloride 1.47

10 Sodium Bicarbonate 0.84

11 Pot. Hydroxide 1.02



14 Sodium Chloride 0.58


16 Sodium Sulphate 0.84


18 Acetic Acid 2.02



21 Acivated Carbon 0.15

22 Hyflosupercel 0.01

23 Ammonia 0.57

24 EDTA 0.04


26 Caustic Soda Flakes 0.70

27 Benzene 3.13

28 Methanol 4.95

29 EDC 1.84

13

27 OFLAXACIN

1 OFLOXACIN Q ACID 0.83

2 METHANOL 0.83

3 N-METHYL PIPERAZINE 0.35

4 N-BUTANOL 0.49

5 D.M. WATER 4.86


7 ACETIC ACID 0.29

8 LIQUOR AMMONIA 0.28

28 ENROFLOXACIN

1 3 Chloro 4 Fluoro Aniline 1.25

2 Cyclopropylamine 0.27

3 Triethyl ortho Formate 1.08

4 Piperazine 1.17

5 Sodium Methoxide 0.88

6 Dimethyl Carbonate 1.40

7 Dimethyl Sulphoxide 2.73

8 Pyridine 0.56

9 Acetyl Chloride 1.47


11 Pot. Hydroxide 1.02



14 Sodium Chloride 0.58


16 Sodium Sulphate 0.84


18 Acetic Acid 2.02



21 Acivated Carbon 0.15

22 Hyflosupercel 0.10

23 Ammonia 0.57

24 EDTA 0.04


26 Caustic Soda Flakes 0.70

27 Benzene 3.13

28 Methanol 4.95

29 EDC 1.84

29 SILDINAFIL CITRATE

14

1 2- PENTANONE 0.38

2 SMO LIQUOR 1.00

3 HYDRAZINE HYDRATE 80% 0.30


5 METHANOL 2.20

6 DI ETHYL OXALATE 0.77

7 METHYLENE CHLORIDE 1.20

8 C.S FLAKES 0.25

9 DMS 0.58

10 HCL 1.20

11 T.C 0.43

12 DMF 0.04

13 HNO3 98% 0.47


15 IRON POWDER 100 MESH 0.75

16 AMMONIA GAS 0.35

17 TOLUENE 0.50

18 SODA ASH 0.70

19 2-ETHAOXY BENZOIC ACID 0.43

20 CHLOROSULPHONIC ACID 2.40

21 N- METHYL PIPERAZINE (NMP) 0.20

22 EDC 1.00

23 CITRIC ACID MONOHYDRIDE 0.55

24 ACETONE 0.32


26 HYFLOW SUPER CELL 0.01

30 TRAMADOL HCL

1 Cyclohexanone 1.00

2 Dimethyl Amine HCl 0.62

3 Paraformaldehyde 0.23

4 ACETIC ACID 0.02

5 C.S FLAKES 0.38

6 TOLUENE 2.26

7 D.M.WATER 2.08

8 THF 2.35

9 MG. TURNING 0.13

10 MCA 0.90

11 HCL 30% 0.68

12 TOLUENE 2.71

13 D. M .WATER 4.34

14 REAGENT 0.81

15

15 AMMONIA 25% 1.24

16 IPA 1.81


18 IPA Hcl 0.68

31 LUMEFANTRINE

1 2,7 DI CHLORO 9-H FLUORENE 0.79

2 MDC 10.32


4 CHLORO ACETYL CHLORIDE 0.42

5 METHANOL 3.97

6 SODIUM BI CARBONATE 0.16

7 WATER 14.68

8 SODIUM BORO HYDRIDE 0.05

9 DI BUTYL AMINE 0.41

10 N BUTANOL 6.03

11 PARA CHLORO BENZALDEHYDE 0.34

12 CAUSTIC SODA FLAKES 0.01

13 MDC 2.54

32 ALUMINIUM HYDROXIDE GEL/POWDER


2 WATER 0.70

3 C S LYE 0.13

4 SOD ASH 0.01

5 CARBON 0.01

33 AMPCILLIN TRIHYDRATE

1 DANE SALT 2.92

2 6-AMINO PENICILLANIC ACID(6-APA) 1.17


4 ACETAMIDE 0.58

5 DIMETHYLDICHLOROSILANE(DMDCS) 0.83

6 ISO PROPYL ALCOHOL 2.00

7 TRIMETHYL AMINE 1.33

8 CAUSTIC SOLUTION 0.50

9 ACETONE 4.42

10 DM WATER 18.75

11 PGCH 1.17

34 AMOXICLLINE TRIHYDRATE


2 DANE SALT 0.90

3 NN DIMETHYL ACETAMIDE 0.29

4 2,6 LUTIDINE 0.03

16

5 PIVALOYL CHLORIDE 0.36

6 2 ETHYL HEXANOIC ACID 0.03

7 6 APA 0.60

8 IPA 0.71

9 WATER 5.55

10 TEA 0.29

11 HCL 0.48

12 LIQ NH3 0.24

13 ACETONE 1.00

14 LIQ. NITROGEN 5.95

35 CLOXAXCILLIN

1 6-APA 0.49

2 AMMONIA SOLUTION 0.32

3 CMIC 0.61


5 NACL 0.66

6 SODIUM HEXONATE 0.98

36 CEPHALEXIN

1 MECL2 9.60

2 ACETAMIDE 0.64

3 HMDS 0.80

4 7 ADCA 1.00

5 D(ALPHA) PGCH 1.16

6 TEA 1.12

7 METHANOL 2.24


9 ACETONE 3.20

1.4 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 282.5 m3/day which will be met through GIDC water supply.

The wastewater generation will be 200 m3/day. The industrial effluent (100 m

3/day) will be

sent to proposed ETP consists of primary, secondary & tertiary treatments and treated

effluent shall be discharged into GIDC drainage line. 50 m3/day effluent (High COD) will be

treated in solvent stripper and solvents shall be distilled in solvent distillation facility.

Mother liquor from solvent stripper shall be sent to collection tank of ETP. Distilled solvent

shall be reused or sold outside and distillation residue will be sent to cement industries for

co-processing or sent to CHWIF.

17

Domestic Waste water (50 m3/day) will be treated in STP or added in secondary treatment

unit of ETP.

1.5 Air Pollution Source and Control Management

There will be emission from Boiler, D.G. Sets and Process Vents. To control the emission

from process vents, adequate water + alkali scrubbers will be installed.

18

1.6 Hazardous Waste

SR.

NO.

NAME OF

WASTE

WASTE

CATEGORY

TOTAL QTY.

MT/MONTH

MODE OF DISPOSAL

1 ETP Sludge 34.3 75 Collection, Storage, Transportation and

Disposal at nearest TSDF site

2 Discarded Containers 33.3 5 Collection, Storage, Decontamination &

sold to GPCB authorized vendors

3 HDPE Bags 33.3 2 Collection, Storage, Decontamination &

sold to GPCB authorized vendor

4 Distillation Residue 28.1 50 Collection, Storage, Transportation & Sent

to nearest common Incineration Site or

Sent to Cement Industry for co-processing

5 Used Oil 5.1 0.5 Collection, Storage, Transportation & Sell

to registered reprocessor.

6 Process Waste 34.3 122 Collection, Storage, Transportation & Sent to

nearest common Incineration Site or Sent to

Cement Industry for co-processing

7 Spent Carbon -- 8 Collection, Storage, Transportation & Sent to

nearest common Incineration Site or sent to

Cement Industry for co-processing

8 Iron Sludge 26.1 55 Collection, Storage, Transportation & Sent to

Cement Industry

9 Spent Catalyst -- 3 Collection, Storage, Transportation & Sent to

nearest common Incineration Site or return

back to supplier for re-generation

10 MEE Salt 34.3 60 Collection, Storage, Transportation and

Disposed at nearest TSDF site

11 HCl (32%) D2 24 Collection, Storage, Transportation & Sell to

manufacturer of Calcium Chloride and Di

Calcium Phosphate.

12 H2SO4 (70%) D2 10 Collection, Storage, Transportation & Sell to

manufacturer of Ferrous Sulphate, Copper

19

1.7 Green Belt

Total 37464 sq. meter land area is available at site; out of this area about 12,000 sq. meter

(32 %) area will be developed as greenbelt and other forms of greenery.

1.8 Power & Fuel Requirements

SOURCE OF POWER (hp)

SR. NO. REQUIREMENT (HP) SOURCE

1. 3000 DGVCL

Note:1 No. of Equivalent Capacity of DG set will be kept for emergency power back up.

FUEL REQUIREMENT

Sr.

No.

Fuel Requirement

1 Diesel 2000 Lit/ Day

2 Natural Gas 1000 Units/M

2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION

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

of mining lease/letter of intent should be given.

Identification of the project

Proposed Bulk Drug and Bulk Drug Intermediates Manufacturing plant

Identification of the project proponent

The main promoters are:

• CMD – Mr. Mukesh Dhirubhai Naik (B.E. Chemical) (59 Years): (New Projects, Expansion &

Finance)

Sulphate and Single Super Phosphate, etc.

13 Ammonium Chloride C1 5 Collection, Storage, Transportation and sell or

Disposed at nearest common TSDF site

14 Sodium Sulphate C1 6 Collection, Storage, Transportation and sell or

Disposed at nearest common TSDF site

20

• Tech. Director – Mr. Dilip Pimple (B.E. Chemical) (47 years): (Production & Entire Factory

Operations)

• Director – Mr. Uday Mukesh Desai (B. E. Chemical) (31 Years): (Procurement, Business

Development & Office Operations)

• CFO – Mr. Chandresh Shukla ( B. Com , A.C.A.) (28 Years): (Finance, Taxation & Accounts)

• Executive Q. C. – Mr. Bipin Patel (M.S.C) (47 Years): (Quality Control)

• Executive Q. A. – Mrs. Sonu Uday Desai (M. Pharm) (26 Years): (Quality Assurance)

2.2 Brief description of nature of the Project

Proposed Bulk Drug and Bulk Drug Intermediates Manufacturing plant

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 will be able to meet the demand of various products locally. The project

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

indirect employment opportunity for various levels of people.

2.4 Demands-Supply Gap

Based on our informal survey of the market with 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 group products.

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials and the non availability of some

materials, we will have to import some of the key raw materials as they are not available

indigenously. This will make us very competitive against imported finished products and we

will export of our finished products to the international markets.

2.6 Export possibility

We shall explore the possibility of export the products.

21

2.7 Domestic/Export Markets

Our products have good demand in international markets. We shall explore the possibility

of export the products.

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

M/s. Nutraplus India Ltd. will give direct employment to local people based on qualification

and requirement. In addition to direct employment, indirect employment shall generate

ancillary business to some extent for the local population.

3.0 Project Description

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

No interlinked project has been submitted.

22

3.2 Location (map showing general location, specific location and project boundary & project site layout) with coordinates.

• Map showing general location

(Courtesy: Environmental Information Center, New Delhi)

23

• Specific location and project boundary


24

• Project Site (Google Map)

25

• Plot Layout

26

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

particularly the environmental considerations gone into should be highlighted.

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

• Site is very well connected by road

• Proximity to Raw Material suppliers

• Availability of sufficient land free from cultivation

• Availability of power evacuation facilities

• Availability of water for industrial use

• Treated wastewater discharge into deep sea facility

Modern infrastructure support and amenities at par with industrial estates in other global

markets, including:

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

� Environment-friendly zone.

� Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.2.1, Page No. 2.

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 Section-1.3, Page No. 4.

We shall procure the raw material as much as possible from domestic market and if there is

no availability of any raw material we will import. We shall explore the possibility of export

the finished products.

27

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

briefly outlined.

After set up of unit, every effort will 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 meet through GIDC water supply.

Power & Fuel Requirement

SOURCE OF POWER (hP)

SR. NO. REQUIREMENT (HP) SOURCE

1. 3000 DGVCL

Note:1 No. of Equivalent Capacity of DG set will be kept for emergency power back up.

FUEL REQUIREMENT

Sr.

No.

Fuel Requirement

1 Diesel 2000 Lit/ Day

2 Natural Gas 1000 Units/M

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

management/disposal.

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

28

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

purpose.

4.0 Site Analysis

4.1 Connectivity


• Availability of water, power, drainage, fuel, raw materials, 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

29

4.2 Land Form, Land Use and Land Ownership

30

4.4 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.

31

AREAS UNDER DIFFERENT LANDUSE


Area Statistics of Landuse / Landcover Map

Sl.No. Class Names Area (In

Hectares) Area (In Sq.Km.) Area %

1 Water Body 1363.73 13.64 4.34

2 Open/Barren Land 5076.01 50.76 16.17

3 Agriculture Land 1159.56 11.60 3.69

4 Fallow Land 6291.40 62.91 20.04

5 Open/Degraded Vegetation 412.59 4.13 1.31

6 Vegetation Medium Density 397.40 3.97 1.27

7 River & Canal 23.25 0.23 0.07

8 Marshy Land 919.33 9.19 2.93

9 Salt Affected Land 128.45 1.28 0.41

10 Settlement & Habitation 324.50 3.25 1.03

11 Mud Flat 863.17 8.63 2.75

12 Jetty 32.91 0.33 0.10

13 Salt Pans 2083.03 20.83 6.63

14 Mangrove(Sparse) 117.30 1.17 0.37

15 Mangrove(Dense) 223.00 2.23 0.71

16 Marshy Vegetation 46.55 0.47 0.15

17 Industrial Area 290.32 2.90 0.92

18 Sea 11589.46 115.89 36.91

19 Seasonal Water Body 59.04 0.59 0.19

Total 31400.99 314.01 100.00

32

4.5 Existing Infrastructure

This is proposed project activity so now there is only open land.

4.6 Soil Classification

Soil Characteristics under Project Area are as below Table;

CATEGORY AREA_SQ KM DESCRIPTION TAXONOMY1 TAXONOMY2 CLASS SUB_CLASS

A 88.93

Very deep, moderately well

drained, calcareous, fine soils

on very gently sloping alluvial

plain with slight erosion and

moderate salinity; associated

with very deep moderately well

drained, calcareous, fine soils

with moderate erosion.

Fine,

montmorillonitic

(calcareous),

hyperthermic

Typic

Chromusterts

Fine,

montmorillonitic

(calcareous)

hyperthermic

Udic Chromusters

Soils of

west coast

(soils of

Gujarat

plain)

Soils of

alluvial

plains

C 108.64

Very deep, poorly drained,

calcareous fine-loamy soils on

very gently sloping coastal plain

with moderate erosion and

strong salinity; associated with

very deep , imperfectly drained,

calcareous, fine soils with

severe erosion and strong

salinity.

Fine-loamy,

mixed

(calcareous),

hyperthermic

Aeric

Haplaquepts

Fine, mixed

(calcareous),

hyperthermic

Typic Halaquepts

Soils of

west coast

(soils of

Gujarat

plain)

Soils of

coastal

plains

- 116.43 Sea - - - -

33

SOIL CHARACTERISTICS MAP

34

4.7 Climatic data from secondary sources.

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

4.8 Social infrastructure available.

Various Programs/ Projects related to Social & Economic development of surrounded area

has been planned, which are as follows.

A) Natural Resource Management – The main focus of this program will be to maximize the

yield returns of the farmers through efficient management of existing resources &

extension of new agricultural practices.

1) Integrated Agricultural Growth Project – For improvement and use of the modern

techniques and thereby would certainly contribute to prosperity in the agriculture

sector and reduce the rural poverty by programs like Farmers Training, Nursery

Growing Trainings, Modern agriculture equipment distribution programs etc.

2) Animal Husbandry Projects – Various programs like health checkups & treatment,

vaccination program, Anti sterility camps, breed improvement etc. will be carried

out.

B) Income Generation Program -

1) Establishment of Self help groups.

2) Rural Entrepreneurship Development Program

3) Handcrafts Development Program

4) Vocational Training

5) Business process outsourcing

C) Health, Education & Infrastructure

1) Aids Awareness Program

2) General Health Camps

3) Innovative Teaching Methods

4) Adult Education

5) Sanitation

6) Infrastructure Development Projects

35

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 Bulk Drug and Bulk Drug Intermediates manufacturing Plant

5.2 Population Projection

It will be incorporated in EIA Study.

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

SR.

NO.

PLOT AREA USAGE AREA Area(M2)

1 PLANT BUILDING AREA, STORAGE AREA

UTILITY AREA, OFFICE BUILDING AREA

LAB AREA

12088

2 ETP AREA 3652

3 GREEN BELT + OPEN AREA

ROAD AREA + PARKING AREA

21724

TOTAL 37464

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.

36

5.5 Amenities/Facilities

Details of amenities available in study area

Taluka Village Educational Medical Drinking

Water

Post &

Telegraph

Communication Approach

to

Village

Nearest

Town

Power

Supply

Vagra Galenda P(2),Ac,O RP,CHW T,W,TK PO BS PR,KR Bharuch EA

Samatpor P(2),Ac RP,CHW W,TK -(-5 Kms) BS PR,KR Bharuch EA

Vav P(2),Ac RP,CHW T,W,TK,HP -(-5 Kms) BS,RS PR,KR Bharuch EA

Jolva P(2),Ac,O PHS,FPC,RP,CHW W,TK -(-5 Kms) BS,NW PR,KR Bharuch EA

Vadadla P(2),Ac CHW W,TK PO BS PR,KR Bharuch EA

Dahej

P(4),H,Ac(4),O PHC,D,FPC,RP,

CHW

T,W,TK PTO,

Phone

BS,RS,NW PR,KR Bharuch EA

Lakhigam P(2) PHS,RP,CHW W,TK po BS,NW PR,KR Bharuch EA

Luvara P(2),Ac RP,CHW W,TK -(-5 Kms) BS,NW PR,KR,NR Bharuch EA

Jageshwar P(2),Ac,H RP,CHW W,TK PO BS,NW PR,KR,NR Bharuch EA

Ambheta P(2),Ac CHW T,W,TK PO BS,NW KR,NR Bharuch EA

Suva P(2),Ac -(5-10 Kms) W,TK,R -(-5 Kms) BS,NW PR,KR,NR Bharuch EA

Rahiad P(2),Ac(2),O RP,CHW W,TK PO BS,NW PR,KR.NR Bharuch EA

Harinagar

Un

inhabited

Padariya P(2),Ac RP,CHW W,TK PO BS PR,KR Amod EA

Kadodara

P(2),Ac(2),H PHS,FPC,

RP,CHW

W,TK PO BS PR,KR Bharuch EA

Sambheti P(2),Ac -(10+Kms) W,TK PO BS,RS PR,KR Bharuch EA (Courtesy: Census Dept., GOI)

37

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

W-Well Water

R-River Water

C-Canal

N - Nallah

S - Spring

4. Post & Telegraph

PO-Post Office

38

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

6.1 Industrial Area (Processing Area)

Processing Area (Plant facilities, R&D, ETP Area and Engineering / Utility Services, Work

Shop)

Developed Area: 15740 m2

6.2 Residential Area (Non Processing Area)

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

Administration Building, Parking, road and open area)

Area: 21724 m2

6.3 Green Belt

Total 37464 sq. meter land area is available at site; out of this area about 12,000 sq. meter

(32%) area will be developed as greenbelt and other forms of greenery.

39

6.4 Social Infrastructure

• Required social infrastructure is available in nearby village of GIDC

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

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


• Proximity to Raw Material suppliers

• Availability of sufficient land free from cultivation

• Availability of power evacuation facilities

• Availability of water for industrial use

• Treated wastewater discharge into deep sea facility

Modern infrastructure support and amenities at par with industrial estates in other global

markets, including:

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

� Environment-friendly zone.

� Uninterrupted power supply.

6.6 Drinking water Management (Source & Supply of water)

Total water requirement shall meet through GIDC supply.

6.7 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

section of industry. These liquid wastes would be sent to ETP or biological treatment of ETP.

6.8 Solid Waste Management

Please refer Form-I, Annexure-VI.

40

6.9 Power Requirement & Supply/Source

Please refer Section 3.8, Page No. 27 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

ousters, land ousters and landless laborers (a brief outline to be given)

There is no habitation on the proposed project activity area and it is barren land, 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).

We shall start construction after getting EC & CTE. And we shall start manufacturing after

applying for CCA.

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

project.

Total Project Cost for proposed project activity is Rs. 100 Crores. Capital cost of air & water

pollution control system and environmental monitoring equipments will be Rs. 8 Crore.

Recurring cost of air & water pollution control system and environmental monitoring

equipments will be Rs. 40 Lakh per annum.

41

9. Analysis of Proposal (Final Recommendations)

9.1 Financial and social benefits with special emphasis on the benefit to be local people

including tribal population, if any, in the area.

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

unskilled people for the proposed project.

• Social Welfare 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 bulk drug and bulk drug intermediate plant in dahej...

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