PROPOSED BULK DRUG AND BULK DRUG INTERMEDIATE PLANT IN DAHEJ...
Transcript of 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
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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
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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
8 HYDROCHLORIC ACID 2.31
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
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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
9 HYDROCHLORIC ACID 0.23
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
4 SULPHURIC ACID 1.52
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
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2 BENZENE 1.12
3 ETHYL THIO ETHANOL 1.12
4 SULPHURIC ACID 0.71
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
6 Sulphuric Acid 1.63
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
11 ACTIVATED CARBON 0.04
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
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4 Mono Chloro Benzene (Fresh) 0.18
5 Mono Chloro Benzene (Recovered) 3.92
6 Acetone (Fresh) 0.39
7 Acetone (Recovered) 2.79
8 Activated Carbon 0.04
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
6 SULPHURIC ACID 5.93
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
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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
8 ACTIVATED CARBON 0.01
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
14 Acetic Anhydride 0.02
15 Sulphuric Acid 0.04
16 IPA HCl 20% 0.01
17 Acetone 0.03
18 DM Water 0.62
21 DEXO METHER PHAN HBR
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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
17 Activated Carbon 0.12
18 Acetone 0.50
19 Hydrobromic acid 0.46
22 SALBUTAMOL SULPHATE
1 METHYL SALICYLATE 0.13
2 ETHYLENE CHLORIDE 0.53
3 ALUMINIUM CHLORIDE 0.25
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
19 SULPHURIC ACID 0.11
23 THEOPHYLLIN
1 Urea 0.77
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2 MMA Gas 0.58
3 CAA Aqueous 1.19
4 MIBK 0.09
5 Acetic Anhydride 1.11
6 Sodium Nitrite 0.73
7 Caustic Lye 48 % 1.34
8 Sulphuric acid (98%) 0.70
9 Iron Powder 1.11
10 Hydrochloric Acid 1.00
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
6 Acetic Anhydride 0.98
7 Sodium Nitrite 0.64
8 Caustic Lye 48 % 1.30
9 Iron Powder 0.98
10 Hydrochloric Acid 0.02
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
12 Sodium Nitrite 0.66
13 Cuprous Chloride 1.54
14 Sodium Chloride 0.58
15 Sodium Bicarbonate 0.84
16 Sodium Sulphate 0.84
17 Acetic Anhydride 1.24
18 Acetic Acid 2.02
19 Hydrochloric Acid 12.53
20 Aluminium Chloride 2.92
21 Acivated Carbon 0.15
22 Hyflosupercel 0.01
23 Ammonia 0.57
24 EDTA 0.04
25 Hydrochloric Acid 1.13
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
6 ACTIVATED CARBON 0.03
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
10 Sodium Bicarbonate 0.84
11 Pot. Hydroxide 1.02
12 Sodium Nitrite 0.66
13 Cuprous Chloride 1.54
14 Sodium Chloride 0.58
15 Sodium Bicarbonate 0.84
16 Sodium Sulphate 0.84
17 Acetic Anhydride 1.24
18 Acetic Acid 2.02
19 Hydrochloric Acid 12.53
20 Aluminium Chloride 2.93
21 Acivated Carbon 0.15
22 Hyflosupercel 0.10
23 Ammonia 0.57
24 EDTA 0.04
25 Hydrochloric Acid 1.13
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
4 SULPHURIC ACID 1.90
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
14 ETHYL ACETATE 1.00
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
25 ACTIVATED CARBON 0.04
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
17 Activated Carbon 0.02
18 IPA Hcl 0.68
31 LUMEFANTRINE
1 2,7 DI CHLORO 9-H FLUORENE 0.79
2 MDC 10.32
3 ALUMINIUM CHLORIDE 0.67
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
1 ALUMINIUM CHLORIDE 1.45
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
3 METHYLENE CHLORIDE 10.83
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
1 METHYLENE CHLORIDE 3.21
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
4 ETHYL ACETATE 4.68
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
8 ACTIVATED CARBON 0.04
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
(Courtesy: Environmental Information Center, New Delhi)
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
• Site is very well connected by road
• 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
(Courtesy: Environmental Information Center, New Delhi)
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:
• 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.
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.