EIA Consultant. M/s. SADEKAR ENVIRO ENGINEERS PVT. LTD.

Transcription

1 Pre - feasibility Report For Chinchem Laboratories Pvt. Ltd. Plot G-18, Lote Parshuram MIDC, Lote Parshuram Dist: Ratnagiri Maharashtra, India. EIA Consultant M/s. SADEKAR ENVIRO ENGINEERS PVT. LTD. QCI NABET accredited EIA consultancy for schedule 5(f) Cat.- A Certificate No NABET/EIA/1518/RA 020 NABL Accredited Laboratory, Valid up to Lab. Recognized by MoEF& CC, GOI, Valid up to Certified by ISO 9001:2008 & BS OHSAS 18001: , Dempo Towers, EDC Patto, Panaji, Goa state, India. PIN: sadekarenviro@rediffmail.com / prs@sadekarenviro.com Web site:- Telephone : / Sadekar Enviro Engineers Pvt. Ltd. Page 1

2 Table of Content Sr. Title Page no. 1 Executive summary 3 2 Introduction of the project 4 3 Description of Project 6 4 Site Analysis 14 5 Planning 17 6 Proposed infrastructure 18 7 Rehabilitation and resettlement 19 8 Project schedule and cost estimation 19 9 Analysis of proposal 19 Sadekar Enviro Engineers Pvt. Ltd. Page 2

3 1. Executive summary Salient Features of Project Name & Address of Company M/s Chinchem Laboratories Private Limited. Plot G-18, Lote Parshuram MIDC, Lote Parshuram Dist: Ratnagiri Maharashtra, India. PIN: (f) Schedule of project as per EIA Notification, 2006 Category of Project 'B1' Total Plot Area Components Area in Sq.m Total plot Area Built up area 6300 Parking area 2400 Green belt 3894 Production details Total production capacity: 70 MT/M By-product: 2.08 MT/M Water Requirement of Project Total Water requirement of the project : CMD Domestic : 1.8 CMD Process : 51 CMD Boiler : 38.8 CMD Cooling tower : CMD Gardening : CMD Effluent generation Total Effluent generation : CMD Domestic : 1.44 CMD Process + Scrubber : CMD Boiler Blowdown : 1.94 CMD Effluent treatment Cooling tower blowdown : CMD HCOD/HTDS effluent from manufacturing process and scrubber will be treated by giving Pre Primary + Primary treatment followed by stripper MEE with ATFD of 77 CMD capacity. Condensate from MEE unit will be treated in secondary treatment facility of conventional ETP. LCOD/LTDS effluent from utilities will be treated in effluent conventional ETP comprises of Primary secondary and tertiary treatment facility followed by RO system. Overflow from septic tank will be treated in secondary treatment facility along with LCOD effluent. ETP Details HCOD/HTDS effluent : 77 CMD (Pri Primary + Primary + Stripper MEE with ATFD) LCOD/LTDS effluent : 95 CMD ( Primary, Secondary, Tertiary treatment followed by RO system) Power Requirement Boiler Details Proposed Connected Load: 400 KW Source: MSEDCL 1) 0.5 MT/Hr X 2 Nos 2) 2 MT/ Hr X 1 Nos Sadekar Enviro Engineers Pvt. Ltd. Page 3

4 Thermic Fluid Heater D.G. set capacity Fuel requirement Stack details Scrubber Man power EMP cost Project Cost kcal/hr X 2 Nos 400 KVA HSD: 89.5 L/hr for D.G LDO for Boilers : 2.36 KL/D Thermopack : 0.7 KL/D Total : 3.06 KL/D 2 nos X 0.5 MT boiler : 30 meter stack 1 nos X 2 MT boiler: 30 meter stack 2 nos X kcal/hr thermopack : 30 meter stack 5 Nos of Acid/ Alkali Scrubbers will be installed to mitigate process emissions. 40 Nos 5 Cr Total: 27 Cr Sadekar Enviro Engineers Pvt. Ltd. Page 4

5 2.1 Identification of Project Proponent: Chinchem Laboratories Pvt. Ltd. is a new company promoted by Mr. Omprakash Dhoot, who holds a Bachelors Degree in Chemical Engineering and has more than 40 years of experience in the manufacturing of active pharmaceutical ingredients. He is currently the proprietor of M/s CHIN CHEM, located in Dombivli and is engaged in the manufacture of API s in the cardiovascular therapeutic category with more than 25 years of experience in the manufacture of these products. The company is co-promoted by Dr. Nikhil Dhoot, who holds a PhD in Chemical Engineering and has more than 10 years of experience in the manufacture of these products. The promoters envisage this new project as a state of the art manufacturing facility that will cater to both domestic and export markets. 2.2 Description of project: The proposed project will be developed to manufacture the following APIs: 1. Isosorbide-5-Mononitrate & Diluted Isosorbide-5-Mononitrate: Anti-anginal 2. Diluted Isosorbide Dinitrate: Anti-anginal 3. Diluted Nitroglycerin: Anti-anginal 4. Carbimazole: Hyperthyroidism 5. Methimazole: Hyperthyroidism 6. Isosorbide: Diuretic. Also finding increased use as a building block for polymers to enhance their heat resistance and mechanical properties 7. Dimethyl Isosorbide: Used as a solubilizer in cosmetic and pharmaceutical industries 2.3 Need and importance to country: The proposed project is for the manufacture of APIs used in the treatment of cardiovascular and thyroid disorders. The global consumption of these products is increasing rapidly and is expected to increase further in the coming years. One of the most important aspects of these products is that there are few manufacturers of these products across the globe. Building a state of the art manufacturing facility for these products will provide a major boost to exports of these products by way of certifications from overseas regulatory agencies from regulated/semi-regulated markets. This will bring in valuable foreign exchange earnings to the country. Sadekar Enviro Engineers Pvt. Ltd. Page 5

6 2.4 Demand supply gap: As mentioned in the previous sections, there are few manufacturers of these products across the world. The consumption of these APIs is however increasing globally and is expected to increase further in the coming years with no new manufacturing facilities being planned in the near future. 2.5 Import/ export scenario: The export market for these products is increasing globally and a state of the art manufacturing facility will open up regulated and semi-regulated markets with tremendous consumption of these products, especially in view of the competitiveness of pricing of the products manufactured in India. 2.6 Human resources: The proposed new project at plot G-18 in Lote Parshuram MIDC will certainly lead to increase in employment generation. We will have employment generation for operations, maintenance, packaging, warehouse, dispatch, administration etc. We estimate that there will be a net generation of around jobs on account of this project. Also there will be generation of jobs in the ancillary industries/service industries whose services will be utilized by this project before, during and after commissioning of the project. Sadekar Enviro Engineers Pvt. Ltd. Page 6

7 Description of Project 3.1 Project type The project is new project for the manufacture of Active Pharmaceutical Ingredients. 3.2 Location The project is proposed at Plot no. G-18, Lote Parshuram MIDC, Lote Parshuram, District Ratnagiri Details of Nearest Infrastructure Facilities Nearest Town Chiplun 7.98 km Nearest National Highway NH-66: 0.5 km Nearest Airport Ratnagiri Airport 66.5 km Nearest Railway Station Chiplun 7.33 km The Geographical Location of the project is 17 35'46.22"N Latitude and 73 28'55.19"E Longitude at elevation of 208 m above MSL. This site is in premises of MIDC Estate which is meant for these types of Industries. GPS Location on Google Imagery of the proposed site is as below Sadekar Enviro Engineers Pvt. Ltd. Page 7

8 3.3 Details of alternate sites considered No other alternate sites have been considered. 3.4 Size of operation The total manufacturing capacity of the project will be around 70 MT/M for pharmaceutical products. 3.5 Project description with process detail. Manufacturing Process Sadekar Enviro Engineers Pvt. Ltd. Page 8

9 Production Details The proposed capacity of products is given in table below: Sr. No Product Quantity in MT/M 1 Isosorbide-5-Mononitrate Diluted Isosorbide-5-Mononitrate Diluted Isosorbide Dinitrate Diluted Nitroglycerin Isosorbide Dimethyl Isosorbide Carbimazole Methimazole 2.5 Total 70.0 By Product 1 Acetic Acid 2.08 Sadekar Enviro Engineers Pvt. Ltd. Page 9

10 3.6 Raw material details The raw material details are given in following table. Sr. No Name of Chemical Quantity in MT/M Phase Source 1 40% MMA 58.4 Liquid Domestic 2 70% HNO Liquid Domestic 3 70% Sorbitol 72.5 Liquid Domestic 4 98% HNO Liquid Domestic 6 Acetic Anhydride Liquid Domestic 7 Acetone Liquid Domestic/Imported 8 Ammonium Thiocynate 6.4 Solid Domestic 9 Bromine 67.7 Liquid Domestic 10 Charcoal 0.98 Solid Domestic 11 Dimethyl Sulphate 15 Liquid Domestic 12 Ethyl chloroformate 2.9 Liquid Domestic 13 Glycerin 1.13 Liquid Domestic 14 Isosorbide-2-Acet Liquid Domestic 15 KOH 45 Solid Domestic 16 Lactose Solid Imported 17 Methanol Liquid Domestic/Imported 18 Methylene Chloride 7.35 Liquid Domestic 19 p-toulene Sulphonic Acid 0.58 Solid Domestic 20 Pyridine 2.15 Liquid Domestic 21 Soda Ash 11.6 Solid Domestic 22 Sodium acetate anhydrous 1.4 Solid Domestic 23 Sodium Hydroxide 6.3 Solid Domestic 24 Sodium Methoxide 0.46 Solid Domestic/Imported 25 Sulphuric Acid 28.2 Liquid Domestic 26 Toluene 160 Liquid Domestic/Imported 27 Vinyl Acetate Monomer 36 Liquid Domestic/Imported 3.7 Resource optimization (recycle/ reuse) This will be the ZLD project. RO permeate water will be utilized for cooling tower, while the reject water will sent to the evaporator of MEE. Company will adopt solvent recovery system, wherever possible. Sadekar Enviro Engineers Pvt. Ltd. Page 10

11 Water balance calculations for proposed project: Sr. No Particulars Consumption Losses Effluent Recycle 1 Domestic Process (Process RO Permeate) Boiler C.T. (Process RO reject : 34 CMD CMD fresh water) Garden Total Water consumption: CMD Effluent generation: CMD RO Permeate for Recycle in Cooling tower: 67 CMD & RO Reject to MEE: 17 CMD Water consumption after second cycle will be CMD Sadekar Enviro Engineers Pvt. Ltd. Page 11

12 3.8 Quantity of waste to be generated 1. Hazardous waste Sr. No Particulars Category Proposed TPM Method of Disposal 1 Distillation residue CHWTSDF 2 Spent Carbon CHWTSDF 3 Chemical Sludge from Wastewater treatment CHWTSDF 4 Process Residue CHWTSDF 5 MEE Residue MT/D CHWTSDF 6 7 Discarded containers barrels/liners/ plastic bags/ PPE etc Recovered Mix Solvents from Process effluent stream using Stripper MEE nos. CHWTSDF / MPCB authorized recycler CHWTSDF 8 Spent Oil Lit/M MPCB authorized recycler 3. Effluent generation: Domestic effluent generation: 1.44 CMD Process effluent: CMD Cooling tower blowdown: CMD Boiler blowdown: 1.94 CMD Sadekar Enviro Engineers Pvt. Ltd. Page 12

13 3.10 Schematic Representation of the Feasibility Drawing of EIA RESOURCE CONSUMPTION (WATER) POWER CONSUMPTION RAW MATERIAL PRODUCTION ACTIVITY WASTE GENERATION FINISHED PRODUCTS POLLUTION ABATEMENT EMPLOYMENT MARKET CLEAN ENVIRONMENT ECONOMY Sadekar Enviro Engineers Pvt. Ltd. Page 13

14 4. Site Analysis 4.1 Connectivity The project is located in Lote Parshuram Industrial Area which is easily accessible from Mumbai-Goa highway, further connecting to the project site by internal access roads developed by MIDC. The nearest town / cities are Khed (22 kms)/ Chiplun (about 12 kms)/pune approx. 196 kms and Panvel/Mumbai 214/240 kms respectively. Company has already taken possession of Plot G-18 admeasuring Sq M. This project will be developed at this site. The industrial area is provided with good infrastructure like road connectivity to National Highways (NH-66, old NH-17), railways (nearest station is Khed/Chiplun about 18/10 kms), and uninterrupted power supply as well water supply. The land in possession with the company is lease hold land & the lease with MIDC is for 99 years with nominal lease charges. The land doesn t fall under CRZ. Location of Lote MIDC Chinchem Laboratories Pvt Ltd Sadekar Enviro Engineers Pvt. Ltd. Page 14

15 4.2 Land Form, Land use and Land Ownership The Project location & the surrounding environs being located in the notified industrial area prevails industrial land use form. Land Form: Land is on plain contour; it is flat terrain. Land Ownership: The land in possession with the company is lease hold land & the lease with MIDC is for 99 years with nominal lease charges. Existing Land use Pattern: The Land is reserved for Industrial use & the proposed project shall be at the same plot. Existing Infrastructure: The location justification for the project is as under a. Availability of required land and infrastructure for locating the establishment for the active pharmaceutical ingredients manufacturing. b. Suitability of land from topography & geological aspects, synergy and business point of view c. Proximity to rail / road to facilitate transport of equipment / materials/ product d. Availability of adequate quantity of water to meet proposed requirements. Area details: Lay-Out Components Total, sq. m. Total plot Area Built up area 6300 Parking area 2400 Green belt 3894 Proposed land use is allotted for industrial use by MIDC, Lote. The project site does not come in range of Eco sensitive Area by MoEF The project is not covered under CRZ. The estate is located at sufficient distance from reserved forests and sanctuaries, archeological sites and historical sites to ensure that there is no impact of industrial activities. The land is in notified industrial area MIDC which is developed by Govt of Maharashtra. Hence it has fully developed infrastructure required for running the chemical manufacturing units. The site/land/location is well connected by Rail/Road and also has all possible Sadekar Enviro Engineers Pvt. Ltd. Page 15

16 communication networks. Manpower (technical/ non-technical) is easily available. Social infrastructures like schools/markets/residential areas/entertainment/medical facilities are well developed. Plot Layout Sadekar Enviro Engineers Pvt. Ltd. Page 16

17 4.3 Existing infrastructure Presently there is an existing infrastructure around the site. Infrastructure like water, electricity, telephone facility, roads already available. Other infrastructure like, hospital, school, housing, entertainment, daily needs are available easily at Chiplun town (which is at distance of about 12 km) Lote MIDC provides many basic facilities like uninterrupted water supply, power and road network. The site appeared to be environmentally best as also from the business angle and therefore this option was finally adopted. This site is inside the campus of the MIDC and means safe transportation, less need of utilities, less constructing buildings and roads, less fuel, less water with optimization of infrastructure. There is no sensitive establishment in the vicinity such as health resort, hospital, and archaeological monuments. 4.4 Soil classification The most predominant rock formation of the district is the Konkan laterite, formed from the original trap. It is an argillo-ferrugenous deposit and covers the major portion of the land surface forming undulating plateaus with a general elevation of 200 to 300 feet Laterisation has taken place under the hot humid conditions. Due to heavy rainfall, the bases have been leached awayalong with the silicic acid and hence the resulting rock is acidic in reaction and rich in iron and aluminium oxides with a silica-sesquioxide ratio of less than two. The hydrated iron oxides impart the red colour to the soils. Due to these geological formations the soils of the district are mostly lateritic which are found mixed with trapping soils in the north and shallow soils in the south. Along the coast are the alluviums. There are small patches of salt lands developed near the creeks. Lateritic Soils Lateritic soils which are predominant in the district, vary in color from bright red to brownish red owing to the preponderance of hydrated iron oxides. They are always acidic, the ph value ranging from 4.5 to 6.5. Lime is deficient or almost absent. Usually they have very low phosphorus and potash content, but are fairly well supplied with nitrogen and organic matter. Their texture is loamy and depth varies from one foot to three feet. They are porous and not retentive of moisture and are found all over the district except in Mandangad taluka which consists mainly of forests. These soils, however, are found in several grades, which depend upon their (soils) location and the extent of admixture of different rocks. The following of these grades are of special significance. Sadekar Enviro Engineers Pvt. Ltd. Page 17

18 Rice Soil These soils have various names which are identified with their location. Those situated at higher levels are usually known as mal, while those at slightly lower levels are called kuryat soils. Near the water courses, which have a fair supply of water during the rabi season, are the panthal or vaingan soils. All these soils benefit by liming and give high response to the application of phosphatic and potassic fertilisers. Only a kharif crop of paddy can be taken on these soils. On the panthal soils, however, a crop of rabi pulse (wal) or summer (vaingan) paddy can also be taken. Varkas Soil These soils are situated on the slopes of the hills and are partly eroded, yellowish red and poor in fertility. Further, they are shallow in depth and coarse in texture. Ragi (nagli) is the principal crop in these soils and it responds well to supplies of nitrogen and phosphate. Cashewnut grows in plenty in this area. It is on these soils that the world renowned Alphonso mangoes are grown. On the mountain tops are the perennial forests, where the soils are rich in humus because of their being protected from erosion. They are reddish-brown in colour. Coastal Alluvium The coastal strips in Dapoli, Guhagar, Ratnagiri and Rajapur talukas are covered with soils of recent deposits and are locally known as pulanwat. They are deep sandy loams and coconut gardens and arecanut gardens thrive well in them. Paddy is also taken here to some extent. Salt Land Due to the inundation of the sea, a part of the coastal soils has "become salty. They are locally known by several names like khar, khajan, kharvat, etc. 4.6 Climatic data from secondary sources Lote comes in Ratnagiri district of Maharashtra. The location climate is similar to that on the west coast of India, with plentiful and regular seasonable rainfall, oppressive weather in the hot months and high humidities throughout the year. The summer season from March to May is followed by the south-west monsoon season from June to September. October and November form the post-monsoon or the retreating monsoon season. The period from December to February is the cold season. Climate Classification: Project site features a semi arid climate. In rainy season the climate is very humid. Sadekar Enviro Engineers Pvt. Ltd. Page 18

19 Temperature: Annual average max. Temperature is 32 C and min. temperature is 22 C Meteorological data are available for four stations in the district, viz., Harnai, Ratnagiri, Deogad and Vengurla. Being a coastal district the variation of temperature during the day and through the seasons is not large. In the hot season temperature rises slowly from March, and May is the hottest month. With the onset of the monsoon, temperature drops by three to four degrees. Day temperatures during the monsoon are lower than those in the cold season. In the post monsoon months of October and November, day temperatures increase and days in November are as hot as in May. Night temperatures are the lowest in January. Areas within 20 to 25 kilometres of the coast are the most pleasant particularly in the hot months with the sea breeze blowing, nearly throughout the day. Further inland during the hot months both days and nights can be oppressive and more so in the tract at the foot of the Western Ghats. Along the coast the maximum temperature rarely goes beyond 38 C (100.4 F) but in the interior may reach 40 or 41 C (104 0 or F). Rainfall: Annual average rainfall is about 4000 mm. The regional distribution of rainfall is mainly explained by the relief of the land and the direction of the rain bearing winds. The supply of rain to the inland areas is considerably more than to the coastal areas. It becomes heavier or lighter, according to the nearness or otherwise of the station to the great Sahyadri range which powerfully attracts the rain clouds. Mandangad is, however, an exception though its distance from the sea-is just about 14 miles. The average rainfall recorded by this station appears to be quite high as compared to the averages of Deorukh, Chiplun, Rajapur and Khed which are so near the Sahyadri hills. Ante-monsoon or "mango" showers occur in April-May. Although the amount of precipitation is small, these showers have great value in so far as the preliminary kharif operations are concerned. The south-west monsoon is the main rainy season, commencing by about the middle of June and lasting till the end of September. Winter fall, resulting from the retreating monsoon, is almost negligible, which explains why rabi cultivation is practiced on an insignificant scale. Most of the rabi crops are brought to maturity mainly by irrigation. The length of the rainy season has an important bearing on the agricultural operations and output of the district. In a normal rainy season, there are about 100 rainy days. A substantial portion of which runs to waste because of its extreme concentration during a certain part of the season which reduces the effectiveness of the rainfall commensurately. From the point of view of agriculture, effectiveness of rainfall depends on many factors such as, the normal rainfall, Sadekar Enviro Engineers Pvt. Ltd. Page 19

20 length of the rainy season, occurrence of rain at the right time during the agricultural season, its spacing during the season, nature of the soil, rate of evaporation, etc. Winds: Winds are very strong and are mainly westerly or south westerly during the monsoon. In the rest of the year winds blow from directions between north and east in the mornings and between west and north-west in the afternoons. 4.7 Social infrastructure available: The unit is in Lote Parshuram MIDC area. Social infrastructure is available in the MIDC area as well is in nearby Chiplun town. Sadekar Enviro Engineers Pvt. Ltd. Page 20

21 5. Planning Brief 5.1 Planning concept: The project execution will be started after receiving environmental clearance. The time schedule and planning of expansion will be determined after discussion with architect and civil contractors. The Lote Parshuram MIDC have adequate road network and water will be provided by MIDC, therefore company will not be relying on ground water in the MIDC area. Electricity is provided by MSEDCL. No additional power transmission lines are required. The construction material is available locally and it will be transported through road network. 5.2 Population projection: An official Census 2011 detail of Ratnagiri, a district of Maharashtra has been released by Directorate of Census Operations in Maharashtra. Enumeration of key persons was also done by census officials in Ratnagiri District of Maharashtra. In 2011, Ratnagiri had population of 1,615,069 of which male and female were 761,121 and 853,948 respectively. In 2001 census, Ratnagiri had a population of 1,696,777 of which males were 794,498 and remaining 902,279 were females. Ratnagiri District population constituted 1.44 percent of total Maharashtra population. In 2001 census, this figure for Ratnagiri District was at 1.75 percent of Maharashtra population. There was change of percent in the population compared to population as per In the previous census of India 2001, Ratnagiri District recorded increase of 9.89 percent to its population compared to Land use planning: The project will be situated on land allotted for industrial use at Lote Parshuram MIDC. The land is acquired by MIDC and the land use will be industrial type. No cultivated land or forest land will be utilized for the proposed unit. 5.4 Assessment of Infrastructure demand The major physical infrastructure like road, water supply is provided by Lote Parshuram MIDC. The electricity will be supplied by MSEDCL by means of continuous feeder substation. Sadekar Enviro Engineers Pvt. Ltd. Page 21

22 The industrial infrastructure will be constructed after grant of EC. The need of social infrastructure in addition to that available nearby is not presently envisaged. 5.5 Amenities: Basic amenities like road, electricity, process water will be available at site. The drinking water will be provided by further purification of process water by RO purification unit. In the plant personal hygiene facilities will be provided to workers as per prevailing rules. Sadekar Enviro Engineers Pvt. Ltd. Page 22

23 6. Proposed infrastructure 6.1 Industrial area The proposed project of Chinchem Laboratories Pvt. Ltd. will be located at Plot G-18 in Lote Parshuram MIDC. 6.2 Residential area The unit is Active Pharmaceutical Ingredients manufacturing unit and will be situated at notified Lote Parshuram MIDC. The workers will be employed from nearby villages therefore there will be no need of residential infrastructure at the plant site. 6.3 Green belt Total 3894 sq. m. green belt area will be provided in the plant site. Green belt of adequate area within and around the project site shall be provided as per industries norms and requirement. 6.4 Social infrastructure: The project site is approximately 12 km from Chiplun city. All basic social infrastructure facilities are available in the study area. Local people will be given preference wherever found suitable for all the jobs in the plant, direct as well as indirect. Thus the project shall have a positive impact on the employment pattern of the region. Economic status of the local population will improve due to increased ancillary/business opportunities, thereby making positive impact. Educational, medical & housing facilities will improve due to the proposed project. 6.5 Connectivity The site can be accessed by national highway NH-66. The Lote Parshuram MIDC have excellent internal and connecting road network therefore no additional connectivity infrastructure will be constructed. 6.6 Sewerage system The internal storm water drains will be provided in the plant which are connected to MIDC sewer network. The domestic effluent will be treated in secondary treatment facility ( Aeration tank) of conventional ETP along with LCOD effluent. Sadekar Enviro Engineers Pvt. Ltd. Page 23

24 6.7 Industrial waste management The effluent generates from overall activity of the project will be segregated as HCOD/HTDS and LOCD/LTDS effluent. All HCOD/HTDS effluent will be treated by giving Pre Primary + Primary treatment followed by Stripper MEE with ATFD. LCOD effluent will be treated in conventional ETP, followed by RO unit. Permeate water from the RO system will be utilized in plant and reject water will be sent to MEE. 6.8 Solid waste management The hazardous waste will be segregated as per category in schedule I of Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016 and will be stored in a demarcated area. The hazardous waste will be disposed through CHWTSDF or sold to MPCB authorized re-processing vendors. 6.9 Power requirement/ supply/ source For proposed project, total 400 KW electrical loads will be required and will be sourced from MSEDCL. Total 3.06 KL of LDO will be used for boilers and thermopack. HSD will be used for D.G. set of 400 KVA capacity. The fuel will be supplied from local market. Sadekar Enviro Engineers Pvt. Ltd. Page 24

25 7. Rehabilitation and resettlement: The unit will be established in notified industrial area of Lote Parshuram MIDC. No rehabilitation and resettlement is envisaged. 8. Project schedule and cost estimation It is proposed that the project will be commissioned after 18 months from grant of EC. The estimated cost of the project is around 27 Cr. 9. Analysis of proposal : Proposed production activity will provide employment to the local residents, resulting financial and social benefits of the nearby people. Indirect employment will be generated by the proposed units like canteen, transportation facilities to workers and by civil works and repair and maintenance arising out of the project. The export will result in generation of foreign exchange to the country. Sadekar Enviro Engineers Pvt. Ltd. Page 25