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:
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
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:
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
AMMONIUM CHLORIDE SOLUTION
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
AMMONIUM CHLORIDE SOLUTION
41892-01-7 -
49
(3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL
AMMONIUM CHLORIDE SOLUTION
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
Sodium Hydroxide 0.162
Charcoal 0.030
7. 1,3-DIDODECYL-2-METHYL IMIDAZOLIUM CHLORIDE
2-Methyl Imidazole 0.416
Lauryl Chloride 0.916
Acetone 0.190
Sodium Hydroxide 0.166
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
TRI PHENYL PHOSPHINE 0.693
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
TRI PHENYL PHOSPHINE 1.000
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
METHYL CHLORIDE 0.147
ACETONITRILE 0.314
CHARCOAL 0.010
WATER 0.245
15. METHYL TRI OCTYL AMMONIUM CHLORIDE. 85% / 90% / 95%
TRI OCTYLAMINE 0.833
METHYL CHLORIDE 0.167
ISO PROPANOL 0.250
GLYCERINE 0.083
OCTYL ALCOHOL 0.083
SODA ASH 0.083
ACETONITRILE 0.250
16. METHYL TRIPHENYL PHOSPHONIUM BROMIDE
TRI PHENYL PHOSPHINE 0.800
DIMETHYL SULPHATE 0.400
SODIUM BROMIDE 40% SOLUTION 0.800
TOLUENE 0.030
SODIUM HYDROXIDE 0.133
17. PHENYL TRIMETHYL AMMONIUM CHLORIDE
N, N-DIMETHYL ANILINE 0.720
METHYL CHLORIDE 0.320
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
TETRA BUTYL AMMONIUM BROMIDE 1.167
POTASSIUM HYDROXIDE 0.333
METHANOL 0.100
HYDROFLORIC ACID (50%) 0.250
CHARCOAL 0.040
22. TETRA BUTYL AMMONIUM HYDROGEN SULPHATE
TETRA BUTYL AMMONIUM BROMIDE 0.960
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
TETRA BUTYL AMMONIUM BROMIDE 1.000
POTASSIUM IODIDE 0.500
ETHYL ACETATE 1.000
METHANOL 2.000
SULPHURIC ACID 0.333
SODIUM HYDROXIDE 0.250
24. TETRA METHYL AMMONIUM CHLORIDE
TRI METHYLAMINE 0.541
METHYL CHLORIDE 0.458
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
BENZYL CHLORIDE 0.523
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
DIMETHYL SULPHATE 1.0
SODIUM BROMIDE 40% 2.0
ACETONE 1.0
SODIUM HYDROXIDE 0.34
31. BENZYL TRIMETHYL AMMONIUM DICHORO IODIDE
TRI METHYLAMINE 0.16
BENZYL CHLORIDE 0.36
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
POTASSIUM HYDROXIDE 0.334
METHANOL 2.0
HYDROBROMIC ACID (48%) 0.833
TOLUENE 2.0
33.BUTYL TRIPHENYL PHOSPHONIUM CHLORIDE
TRI PHENYL PHOSPHINE 0.75
BUTYL CHLORIDE 0.25
TOLUENE 1.0
34. TETRA PHENYL PHOSPHONIUM BROMIDE
TRI PHENYL PHOSPHINE 0.67
BROMO BENZENE 0.33
ETHYL CELLOSOLVE 1.25
35. TRIETHYL METHYL AMMONIUM CHLORIDE
TRI ETHYLAMINE 0.67
METHYL CHLORIDE 0.33
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
TRI PHENYL PHOSPHINE 0.82
ETHYL CHLORIDE 0.2
ACETONITRILE 1.64
38. ETHYL TRIPHENYL PHOSPHONIUM IODIDE
TRI PHENYL PHOSPHINE 0.8
ETHYL IODIDE 0.3
ACETONITRILE 2.0
10
39. BUTYLTRIPHENYL PHOSPHONIUM BROMIDE
TRI PHENYL PHOSPHINE 0.67
BUTYL BROMIDE 0.35
DI METHYL FORMAMIDE 1.34
40. BUTYLTRIPHENYL PHOSPHONIUM CHLORIDE
TRI PHENYL PHOSPHINE 0.75
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
METHYL CHLORIDE 0.13
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
HYDROCHLORIC ACID 0.11
49.(3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL AMMONIUM CHLORIDE
N,N-DI METHYL DODECYL AMINE 0.63
WATER 1.27
EPICHLOROHYDRINE 0.27
HYDROCHLORIC ACID 0.11
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
EPICHLOROHYDRINE 0.49
HYDROCHLORIC ACID 0.19
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
METHYL CHLORIDE 0.166
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
DIMETHYL SULPHATE 0.5
SODIUM BROMIDE 40% 1.00
ISO PROPANOL 0.08
ETHYL ACETATE 0.42
SODIUM HYDROXIDE 0.17
58. CETRIMIDE STRONG SOLUTION 40%
MYRISTYL DIMETHYLAMINE 0.17
LAURYL DIMETHYLAMINE 0.17
DIMETHYL SULPHATE 0.25
SODIUM BROMIDE 40% 0.5
ISO PROPANOL 0.08
EPITOL 0.08
ETHANOL 0.08
WATER 0.67
SODIUM HYDROXIDE 0.08
12
59. CETYL PYRIDINIUM CHLORIDE
PYRIDINE 0.4
CETYL CHLORIDE 0.72
ACETONE 1.2
WATER 0.04
60. BENZALKONIUM CHLORIDE.50% & 80%
MYRISTYL DIMETHYLAMINE 0.17
LAURYL DIMETHYLAMINE 0.17
BENZYL CHLORIDE 0.25
WATER 0.42
61. 4- Chloro Benzhydryl Chloride
Sodium Boro hydride 0.02
PCBP 0.26
HCl 3.00
62. 4-Chloro Benzhydryl Piperazine
Sodium Boro hydride 0.07
PCBP 0.91
HCl 3.00
Piperazine 0.36
NaOH 0.70
63. Cetrizine Base
Methanol 0.13
Sodium Boro hydride 0.01
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
Collection, Storage, Transportation &
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
Collection, Storage, Transportation &
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
Collection, Storage, Transportation &
Sell to regenerator
7. Off Specification
Products
28.4 - 0.2
MT/Month
Collection, Storage, Transportation &
send for co-processing or
incineration in CHWIF
8. Recovered Solvents
- - 110
MT/Month
Collection, Storage, Transportation &
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
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.).
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
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.).
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
• 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.
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
drained, fine soils on
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
drained, fine soils on
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
drained, fine soils on
very gently sloping
alluvial plain with
moderate erosion;
associated with very
deep, moderately well
drained, fine soils on
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
drained, fine soils on
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
drained, fine soils on
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
drained, fine soils on
nearly level alluvial
plain with slight
erosion and moderate
salinity; associated
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
drained, fine soils on
nearly level alluvial
plain with slight
erosion and moderate
salinity; associated
with very deep,
imperfectly drained,
calcareous, very fine
soils with slight
erosion and moderate
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:
• 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.
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.