PROJECT : Masonry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 5

QUARRY PROJECT OF

M/s Kottakkal Granite Industries Pvt. Ltd.

PROJECT FEASIBILITY REPORT ( PFR )

PROJECT SITE AT Survey Nos. 167/3, 167/4, 167/4-1, 167/5-1, 167/6, 167/7, 167/8, 177/2, 177/2-1, 178/1, 178/3-2, 178/5, 178/10, Anad Village, Nedumangadu Taluk, District,

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 6

INDEX S. No. Contents Page No. 1.0 EXECUTIVE SUMMARY 8 2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 10 2.(i) Identification of project and project proponent 10 2.(ii) Brief description of the Nature of the project 10 2.(iii) Need for the project and its importance to the Country and or Region 11 2.(iv) Demand – Supply Gap 11 2.(v) Imports Vs. Indigenous Production 11 2.(vi) Export Possibility 11 2.(vii) Domestic / Export Markets 12 2.(viii) Employment generation (Direct & Indirect) due to the project 12 3.0 PROJECT DESCRIPTION 12 3.(i) Type of project including interlinked and interdependent projects 12 3.(ii) Location (map showing General Location, Specific Location & Project boundary & 12 Project site layout) with coordinates 3.(iii) Details of Alternate sites considered and the basis of selecting the proposed site, 13 particularly the environmental considerations 3.(iv) Size or magnitude of operation 13 3.(v) Project description with process details (a schematic diagram / flow chart showing 13 the project layout, components of the project etc should be given) 3.(vi) Raw material required along with estimated quantity, likely source, marketing area 16 of final products, mode of transport of raw materials and financial provisions 3.(vii) Resource optimization / recycling and reuse envisaged in the project 19 3.(viii) Availability of water its source, energy / power requirement & source 19 3.(ix) Quantity of wastes to be generated (liquid and solid) and scheme for their 20 management / disposal 4.0 SITE ANALYSIS 21 4.(i) Connectivity 21 4.(ii) Land form, land use and land ownership 21 4.(iii) Topography (along with map) 22 4.(iv) Existing land use pattern (agriculture, non-agriculture, forest, water bodies 22 (including area under CRZ)), shortest distances from the periphery of project. 4.(v) Existing Infrastructure 23 4.(vi) Soil Classification 23 4.(vii) Climatic Data 23 4.(viii) Social Infrastructure Available 23 5.0 PLANNING BRIEF 24 5.(i) Planning Concept (Type of industries, facilities, transportation etc.) Town & 24 Country Planning / Development Authority Classification 5.(ii) Population Projection 24 5.(iii) Land Use Planning (Break-up along with green belt etc.) 24 5.(iv) Assessment of Infrastructure Demand (Physical & Social) 24

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 7

5.(v) Amenities / Facilities 25 6.0 PROPOSED INFRASTRUCTURE 25 6.(i) Industrial Area (Processing Area) 25 6.(ii) Residential Area (Non-processing area) 25 6.(iii) Green belt 25 6.(iv) Social Infrastructure 25 6.(v) Connectivity (Traffic & Transportation Road / Rail etc.) 25 6.(vi) Drinking Water Management (Source & Supply of water) 26 6.(vii) Sewerage system 26 6.(viii) Industrial Waste Management 26 6.(ix) Solid Waste Management 26 6.(x) Power Requirement & Supply / Source 26 7.0 Rehabilitation and Resettlement (R & R Plan) 26 7.(i) Policy to be adopted (Central / State) in respect of the project affected persons 26 including home oustees, land oustees and landless 8.0 PROJECT SCHEDULE AND COST ESTIMATES 27 8.(i) Likely date of start of production and likely date of completion (time schedule for 27 the project will be given) 8.(ii) Estimated project cost along with analysis of economic viability of project 27 9.0 ANALYSIS OF PROPOSAL 27 9.(i) Financial and Social Benefits with special emphasis on the benefits to the local 27 people including tribal populatio n

LIST OF ANNEXURES Annexure No. Particulars 1. Copy of Letter of Intent ( LOI ) / Mine Lease 2. Photographs of the Site 3. Route Map showing location of the project site 4. Google map showing location of the project site 5. Key map of the project site 6. Topographical Contour Map 7. Production & Development Plan 8. Surface cum Geological Plan 9. Cluster Certificate

LIST OF TABLES Table No. Particulars 1. List of employees 2. Size or magnitude of operation 3. List of equipments used 4. Year wise production details 5. Land use of lease area 6. Social infrastructure around the project site 7. Expected time schedule for the project 8. Estimated project cost and economic viability

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 8

1.0 EXECUTIVE SUMMARY The building Stone Quarry (Minor Mineral) project of M/s Kottakkal Granite Industries Pvt. Ltd. is situated at Survey Nos. 167/3, 167/4, 167/4-1, 167/5-1, 167/6, 167/7, 167/8, 177/2, 177/2-1, 178/1, 178/3-2, 178/5, 178/10 of Anad Village, Nedumangadu Taluk, Thiruvananthapuram District, Kerala in area of 3.6849 hectares. The project proponent possess Letter of Intent (LOI ) for the quarry project issued by Mining & Geology Department, Govt. of Kerala and copy of the same is attached as Annexure No. 1 . Mining projects of minor minerals with area less than 50 ha. of mining lease are categorized as category 'B'. As per O.M. dated 24/12/2013 by Ministry of Environment & Forests, Govt. of , all projects with mining area less than 25 hectares is classified as Category B2. The Eco-friendly Mining Plan prepared by an Indian Bureau of Mine (IBM) approved Recognized Qualified Person (RQP) has been approved by Mining & Geology Department, Govt. of Kerala . This Mining plan is based on the requirements under the Kerala Minor Mineral Concession Rules, 2015. The land for the quarry project is a private owned land and the land is possessed in the name of M/s Kottakkal Granite Industries Pvt. Ltd. The targeted production of mine will be 50,000 MTA. The estimated project cost will be about Rs. 2.30 Crores. The expected life of mine estimated will be about 10 years. The mining operation will be carried out by opencast semi-mechanized method as per the approved Mining Plan.

1.1 SALIENT FEATURES & ENVIRONMENTAL SETTING OF THE PROJECT Particulars Details Geographical Location Latitude (N) 08 °37 '53 .66 "N to 08 °38 '02 .49 "N Longitude (E) 76 °58 '54 .94 "E to 76°59 '07.01 "E

Total Mine Lease area 3.6849 hectare Total area owned by the proponent 10.7840 hectare Current status of the quarry Existing Quarry Project Local name of the project area Vettampalli Project Site Toposheet No. 58 D/14 Production 50,000 MTA Geological Reserves 15,79,483 MT Mineable Reserves 4,78,855 MT Life of Mine 10 years Estimated project cost Rs. 2.30 Crores Man Power 21 Persons Highest and lowest elevation 190m MSL ( Highest ) & 95 m MSL (Lowest) Land use Private owned land with rocky area

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 9

Nearest habitation About 101 m towards East Nearest Town about 5 km, SE Stone Crusher / M sand Available within the complex Width of access road to the site 7m wide road Nearest Airport Trivandrum Airport about 25 km,SW Nearest Highway / Major roads NH-47, Mangalapuram, about 18 km, West SH-47 (-Nedumangad Rd.) about 1 km, South Panavoor-Puthenpalam Rd. about 1.50 km, East Panchayat Road about 400m, West Nearest Railway Station Kaniyapuram Station about 18 km, SW Power supply The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. Water and its Source The total water requirement is about 15 KLD in which 1 KLD is for domestic purpose which would be sourced from open well, 12 KLD for dust suppression in mine as well as ancillary unit and 2 KLD for plantation will be sourced from storm water pond Nearest Hospital / dispensary Nedumangad about 5 km, SE Education facility SNVHS, Anad, about 3.50 km, East Police Station Nedumangad about 5 km, SE Fire Station Nedumangad about 5 km, SE Ambulance Nedumangad about 5 km, SE Church / temple / mosque Church – CSI Ottakomb, 1.50 km, N Temple – Thrichittoor Temple, 1 km, S Mosque – Irinjayam Mosque, 2 km, SW Electrical installation like transformer HT / LT Line – Available at about 100m, East. /HT or LT line Mobile Towers Vettampalli about 1 km, SE

Ecological sensitive zone (National None within the study area Park, Sanctuary, Habitat for Migratory Birds, Tiger Reserve) Interstate Boundary None within the study area Critically Polluted Area as identified None within the study area by CPCB Defense installations None within the study area Archeological Features None within the study area Nearest Forests None within the study area Nearest streams/ rivers/ water bodies Kiliyar River about 2 km, SE (from mine boundary) Karmana River About 7 km, SE HLWG Report status Not falling in ESA

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 10

1.2 PRODUCTION & RESERVE The estimated annual mining production will be 50,000 MTA and the mineable reserve for the project is 4,78,855 MT. It is expected to employ about 21 Persons in the mining operation. The mined material will be transported to crusher located within the complex.

1.3 TOP SOIL & OVER BURDEN A total quantity of 3,631 cu. m. of topsoil is proposed to be removed during the mining operations. The topsoil excavated from the quarry will be dumped / stacked separately at pre-determined place and subsequently will be utilized in spreading over reclaimed areas for plantation as part of eco-restoration. About 1,815 cu. m. of overburden (OB) will be generated throughout the mine life. This waste will be utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for plantation.

2.0 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION 2.(i) IDENTIFICATION OF PROJECT AND PROJECT PROPONENT The project is for obtaining Environment clearance for building stone mining project (Minor Mineral Quarry). The quarry project is proposed by Mr. Arun Varghese as Managing Director of M/s Kottakkal Granite Industries Pvt. Ltd. The lease area is private own land at Survey Nos. 167/3, 167/4, 167/4-1, 167/5-1, 167/6, 167/7, 167/8, 177/2, 177/2-1, 178/1, 178/3-2, 178/5, 178/10 of Anad Village, Nedumangadu Taluk, Thiruvananthapuram District, Kerala in area of 3.6849 hectares. The project proponent posses LOI for the quarry issued by Mining & Geology Department, Govt. of Kerala and copy of the same is attached at Annexure No. 1. Name and : Mr. Arun Varghese (Managing Director) address of the M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD. Kottakkal, T.C. 2/3497, Pattom P.O., Applicant Thiruvananthapuram, Kerala-695004. Ph. 0471-2444870 & Mobile No. 9447064649 E-mail :- [email protected]

2.(ii) BRIEF DESCRIPTION OF NATURE OF THE PROJECT M/s Kottakkal Granite Industries Pvt. Ltd. proposes a building stone mine for dealing in mining and trading of mineral. The main objective of the project is to carry the business of prospecting, exploring, operating and working on quarries. The main market for mineral is in Thiruvananthapuram District and other nearby districts in Kerala which are utilized it in construction works of buildings and roads.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 11

2.(iii) NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION The major need of building stone is due to its high compressive strength and durability (among the hardest, dimensional & structural stones), it can effectively withstand the vagaries of nature. The mineral-rich colors and the hardness & density, makes it useful for many applications. The proposed mining project will fulfill its end uses in buildings and construction of roads, paving and many other exterior projects. It is also known as the maintenance-free stone. The main market for mineral near the site are in Thiruvananthapuram & other nearby districts which are utilized it in construction works of buildings and roads. The mining and associated activities in the mineral bearing areas bring about gains in gross domestic product, i.e. there is though a minor contribution by the proposed project but will add to gains in G.D.P. (Gross Domestic Product). A total of 21 Persons will be employed in the mine. It will create employment (though marginally) for local population. Applicant will pay royalty to Govt. of Kerala for the mineral produced from the mine, direct and indirect taxes will be paid thereby contributing to the regional revenue. The public revenue will further be put for infrastructural development and other sectors like health, education and social welfare.

2.(iv) DEMAND – SUPPLY GAP Masonry / Building Stone are an important component for the construction / developmental work for all infrastructure development and building construction and road construction activities. Demand of building stone shall be fulfilled by various end users. During last few years, due to sudden increase in real estate activities and in other infrastructural development activities, the demand of the building stone has further enhanced the demand of building stone in the area. Therefore, there is a large requirement of building stone in the project vicinity to meet the demand supply chain.

2.(v) IMPORTS VS. INDIGENOUS PRODUCTION Building stone product is an indigenous production. Therefore, this product is neither exported nor imported.

2.(vi) EXPORT POSSIBILITY The building stone is an indigenous product and hence there are no possibilities of export.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 12

2.(vii) DOMESTIC / EXPORT MARKETS The rock produced from the quarry will be sent to the Crusher unit available within the complex attached to the quarry. The aggregate produced will be sold to the contractors and to the consumers which are finally consumed locally for road (PWD & Panchayat roads, State Highway & National Highway) & building construction works. Fine Material will be sold to the hollow block / solid block manufactures.

2.(viii) EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT The total numbers of employees including skilled, semi skilled and un-skilled workers for the quarry project is expected to be about 21 Persons in which includes workers for mine. The details of the employees / workers including their position in the organization are also given below:- Table 1: List of Employees and their Designations Sr. No. NAME OF THE POST NOS. 1 Mines Manager / Asst. Mines Manager 1 2 Mines foreman 1 3 Other workers 19 TOTAL 21

3.0 PROJECT DESCRIPTION 3.(i) TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS. This is a semi mechanized open cast stone mining project. Mineral will be used in the construction works. Building construction and other infrastructural facilities are the areas, where the material will be consumed. The quarry will be linked with a crusher unit available within the complex. The fine mineral is sold to the vendors who manufacture hollow block / solid block and hence they are interdependent projects attached to the mining project.

3.(ii) LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION, PROJECT BOUNDARY AND PROJECT SITE LAYOUT) WITH COORDINATES

The proposed building stone quarry is in private owned land at Survey Nos. 167/3, 167/4, 167/4-1, 167/5-1, 167/6, 167/7, 167/8, 177/2, 177/2-1, 178/1, 178/3-2, 178/5, 178/10 of Anad Village, Nedumangadu Taluk, Thiruvananthapuram District, Kerala for area 3.6849 hectares. The geographical location of the mine with respect to the boundary pillars of the lease area (extreme most points) is given below:- Latitude (N) 08 °37 '53 .66 "N to 08 °38 '02 .49 "N Longitude (E) 76 °58 '54 .94 "E to 76°59 '07.01 "E

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 13

The photographs of the site will be taken from different locations and directions are provided at Annexure No. 2. The route map showing location of the lease area is provided at Annexure No. 3. The google map superimposed with project boundary showing location of the lease area is provided at Annexure No. 4. The Key map of the project site showing the location of quarry site is attached at Annexure No. 5. The project site with boundary pillars and GPS Coordinates of the boundary pillars are provided in Contour drawing attached at Annexure No. 6.

3.(iii) DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS. Quarrying activities are carried out based on local geology and availability of granite building stone. The proposed site is a building stone quarry and mineral specific hence no alternate site was examined. Moreover, the land is a private owned land and hence no alternate site considered.

3.(iv) SIZE OR MAGNITUDE OF OPERATION The size and magnitude of the lease area is as given below:- Table 2 : Size or Magnitude of operation Sr. No. Particul ars Details 1. Lease Area 3.6849 hectares 2. Mineable Reserve 4,78,855 MT 3. Annual Production 50,000 MTA 4. Mine Waste Top Soil (3,631) & Over Burden (1,815) 5. Life of Mine About 10 years 6. Total Man Power (Nos.) About 21 Persons

3.(v) PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/ FLOW CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC.). The proposed mining operations will be carried out by open cast semi-mechanized method. The process flow diagram given below depicts the mining process:-

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 14

Cutting & Clearing of Shrubs / Trees

Removal & Stacking of Top soil & Overburden

Excavation by Drilling & Blasting

Rock Breaking & Transportation to Crusher

Crushing in Crusher

Segregation & Stacking

Dispatch to the end user

DESCRIPTION OF MINING OPERATIONS ( MANUFACTURING PROCESS) PROPOSED METHOD OF MINING It is proposed to undertake Open Cast Semi-Mechanized Mining which includes blasting, loading, transportation of rubble and dispatch to the crusher. The surface cum geological plan showing the mining steps is attached.

OPEN CAST MINING In the open cast mining, the bench height and width will be maintained at 5 to 6 m respectively. Excavated material is transported to the crusher unit located near the complex for further processing.

SALIENT FEATURES OF MINING METHOD The salient features of proposed mining method are given below. • The height and width of the bench will be maintained at 5 m and 6 m respectively. • The mining will be done from top to bottom by slicing of 2.5 m thick. • The exploitation of mineral is being done from 190 m to 90m MSL in conceptual phase. • Considering the stability of rocks the final slope or say ultimate pit slope is proposed 45° from vertical. • Haul road will be developed up to point of loading. • Transportation of the mineral from pit-mouth to crusher and then to the destination / market will be by tippers / trucks (15T capacity).

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 15

EXTENT OF MECHANIZATION The details of equipments proposed to be used in mining operation are listed below:- Table 3 : List of equipments used Sr. No. Machine Type Required No. of M/c Size/Capacity 1. Back Hoe 2 0.9 m3 2. Rock Breaker 3 -- 3. Compressor (Chicago) 3 CFM/100 4. Tippers/Trucks 3 15T 5. Jack hammer 3 32 mm 6. DG set 2 125 kVA

DRILLING The excavation of mineral is proposed by excavators. The mineral is fractured and easily exploitable by rock breakers and excavators. The hard strata are proposed to excavate after drilling and blasting.

BLASTING The controlled blasting is proposed by adopting all the safety measures as per Minor Mineral Regulation Act, 1961 (MMR) and with the permission of Director General of Mines & Safety (DGMS). In this area for fragmentation of granite the blasting will be conducted. Multiple blast holes of 1.0 to 2.5 m depth will be drilled with the help of 32 mm drill rod, Jack Hammer and Air Compressor of 100 cfm capacity. It is estimated about 250g of explosives per hole is required. About 11-12 holes per blast are proposed. Therefore, the requirement of explosives will be about 3.0 kg/ blast/day.

EXPLOSIVE USED Only class 2 and class 6 explosive is proposed for use as given below:- Sl. No. Name and Description Class & Division Quantity if any one time 1 Nitrate Mixture 2,0 125 Kg. 2 Safety Fuse 6,1 2,000 Mtrs. 3 Ordinary / Elec 6,3 4,000 Nos.

STORAGE OF EXPLOSIVE Considering low consumption, about 100 kg magazine is for storing the explosive. The magazines are to be constructing within the complex. The controlled blasting is

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 16

proposed by adopting all the safety measures as per “MMR 1961” and with the permission of DGMS.

3.(vi) RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE, MARKETING AREA OF FINAL PRODUCT/S, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT No raw material will be required for mining of Masonry / building stone. The final product will be sent to consumer based on their demand. The mode of transportation of raw material and finished product will be by road only. Tippers/ trucks will be used for transportation to the end users.

MINERAL RESERVES The mineable reserves are arrived after deducting the reserves locked in mines safety (blocked reserve) slope along with boundary in compliance with mineral concession rules. The quantity of such kind of reserves is arrived as follows. SECTION A-A' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 150 112 51 2.5 14280 150 2 49 2.5 245 145 152 51 2.5 19380 145 4 51 2.5 510 140 184 51 2.5 23460 140 26 46 2.5 2990 135 210 51 2.5 26775 135 62 41 2.5 6355 130 299 51 2.5 38122.5 130 45 36 2.5 4050 Sub-total 122017.5 Sub-total 14150 SECTION B-B' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 135 128 36 2.5 11520 135 156 22 2.5 8580 130 166 36 2.5 14940 130 198 24 2.5 11880 125 312 36 2.5 28080 125 109 30 2.5 8175 120 391 36 2.5 35190 120 48 25 2.5 3000 Sub-total 89730 Sub-total 31635 SECTION C-C' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 125 52 32 2.5 4160 125 107 32 2.5 8560 120 87 32 2.5 6960 120 128 32 2.5 10240 115 112 32 2.5 8960 115 188 32 2.5 15040 110 270 32 2.5 21600 110 187 27 2.5 12622.5 105 327 32 2.5 26160 105 130 22 2.5 7150 Sub-total 67840 Sub-total 53612.5

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 17

SECTION D-D' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 115 202 35 2.5 17675 115 294 35 2.5 25725 110 230 35 2.5 20125 110 456 35 2.5 39900 105 511 35 2.5 44712.5 105 449 35 2.5 39287.5 100 564 35 2.5 49350 100 396 35 2.5 34650 95 684 35 2.5 59850 95 276 35 2.5 24150 90 767 35 2.5 67112.5 90 193 32 2.5 15440 Sub-total 258825 Sub-total 179153 SECTION E-E' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 185 153 40 2.5 15300 185 31 29 2.5 2247.5 180 226 40 2.5 22600 180 51 24 2.5 3060 175 333 40 2.5 33300 175 22 19 2.5 1045 170 0 0 2.5 0 170 0 0 2.5 0 165 0 0 2.5 0 165 0 0 2.5 0 160 0 0 2.5 0 160 0 0 2.5 0 155 0 0 2.5 0 155 0 0 2.5 0 150 0 0 2.5 0 150 0 0 2.5 0 145 0 0 2.5 0 145 0 0 2.5 0 140 0 0 2.5 0 140 0 0 2.5 0 135 85 58 2.5 12325 135 9 43 2.5 967.5 130 113 58 2.5 16385 130 45 47 2.5 5287.5 125 138 58 2.5 20010 125 87 52 2.5 11310 120 205 58 2.5 29725 120 82 52 2.5 10660 115 235 58 2.5 34075 115 146 48 2.5 17520 110 293 58 2.5 42485 110 250 43 2.5 26875 105 351 58 2.5 50895 105 380 38 2.5 36100 100 443 58 2.5 64235 100 546 33 2.5 45045 95 754 58 2.5 109330 95 374 28 2.5 26180 Sub-total 450665 Sub-total 186297.5 SECTION F-F' BLOCKED RESERVES MINEABLE RESERVES BENCH M2 M DENSITY TON BENCH M2 M DENSITY TON 180 33 46 2.5 3795 180 9 27 2.5 607.5 175 64 46 2.5 7360 175 24 40 2.5 2400 170 89 46 2.5 10235 170 39 40 2.5 3900 165 114 46 2.5 13110 165 25 40 2.5 2500 160 168 46 2.5 19320 160 33 40 2.5 3300 155 219 46 2.5 25185 155 11 40 2.5 1100

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 18

150 283 46 2.5 32545 150 2 40 2.5 200 Sub-total 111550 Sub-total 14007.5 GRAND TOTAL 1100628 GRAND TOTAL 478855

BLOCKED RESERVE MINEABLE RESERVE GEOLOGICAL SECTION (MT) (MT) RESERVE (MT) A-A' 122017.5 14150 136167.5 B-B' 89730 31635 121365 C-C' 67840 53612.5 121452.5 D-D’ 258825 179153 437978 E-E’ 450665 186297.5 636962.5 F-F’ 111550 14007.5 125557.5 GRAND TOTAL 1100628 478855 1579483

Summarized Reserves (in MT) Geological reserve (A) 17,65,010.5 Mineral reserve blocked in 7.5 m Buffer zone (B) 2,42,735 Mineral reserve blocked in Benches (C) 8,57,893 Mined out quantity (D) 55,770 Extra mineral blocked (E) 1,29,757.5 Mineable Mineral reserve = A - B + C+ D+E 4,78,855

YEAR WISE PRODUCTION DETAILS The applicant is proposed to produce building stone working for period of about 10 years with a production of 50,000 MTA. The details of year wise production of the project is given in Table below.:- Table 4 : Year wise production of building stone Year Bench (mRL) Production (MT) I 185-130 50,000 II 130-120 50,000 III 120-115 50,000 IV 115-110 50,000 V 110-105 50,000 VI 105 50,000 VII 105-100 50,000 VIII 100 50,000 IX 100-95 50,000 X 95-90 28,855 TOTAL 4,78,855

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 19

MINERAL TRANSPORTATION Loading of mineral from the quarry will be done by excavator and will be sent to the crushing unit within the complex. Trucks / Tippers of 15 MT will be used for transportation of mineral from mine site to the crusher. It is expected that 12 trips will be required on daily basis. For this, movement of truck per hour will be 1-2 only. Thus, the impact due to movement of trucks from mine will be marginal and well within the carrying capacity of the roads.

3.(vii) RESOURCE OPTIMIZATION / RECYCLING AND REUSE ENVISAGED IN THE PROJECT Mineral will be utilized and sent for use to different end users for road and building construction works. It is estimated that around 3,631 cu. m. of top soil will be generated from the proposed project site, which will be properly stacked and will be utilized for eco-restoration over the reclaimed areas in the post mine closure phase. Also it is estimated that around 1,815 cu. m. of over burden is generated which will be utilized in developing internal roads and at the end use the same will be used as soil base for reclamation. It is proposed to construct a storm water collection pond and de-siltation unit in the lowest contour of the plot. The water requirement for sprinkling on sources of dust emission, roads and for landscaping purposes can be met from the stored rain water pond and thereby conserve the fresh water.

3.(viii) AVAILABILITY OF WATER ITS SOURCE, ENERGY / POWER REQUIREMENT AND SOURCE WATER The total water requirement for the proposed mining activity is 15 KLD. The detailed breakup of the same is given below:- S. No. Particulars Quantity (KLD) Source 1. Domestic purpose (mine and ancillary) 1 Open well 2. Dust Suppression / Water sprinkling at mine 12 and ancillary unit Storm water pond 3. Green belt / Plantation 2 Total 15

The water required will be sourced from the storm water reservoir. However, the drinking water will be sourced from the open well and which will be treated / disinfected before consumption. It is proposed to collect the storm water into the Holding/ Siltation Tank by constructing appropriate channels all around the foot of hill

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 20

(garland drains). The channels will be constructed with intermediate check dams/silt traps to prevent soil erosion. The sizing of the channels will be 1m x 1m. The daily water balance diagram of the unit is given below:-

POWER The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. The source of electricity for domestic consumption within the quarry site is from the supply of Kerala State Electricity Board (KSEB).

3.(ix) QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT / DISPOSAL. SOLID WASTE: It is estimated that around 3,631 cu. m. of top soil and 1,815 cu. m. of over burden (OB) will be generated from the proposed mining operation and which will be properly stacked

LIQUID WASTE: Domestic Sewage : The sewage to a tune of 0.80 KLD generated from the mine office.

3.(x) SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA PURPOSE. Not Applicable

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 21

4.0 SITE ANALYSIS 4.(i) CONNECTIVITY S. No. Particulars Distance & Direction 1. Nearest town Nedumangad about 5 km, SE 2. Connecting Road 7m wide road 3. Nearest Airport Trivandrum Airport about 25 km, SW 4. Nearest Highway / NH-47, Mangalapuram, about 18 km, West major roads SH-47 (Attingal-Nedumangad Rd.) about 1 km, South Panavoor-Puthenpalam Rd. about 1.50 km, East 5. Nearest Railway Station Kaniyapuram Station about 18 km, SW

4.(ii) LAND FORM, LAND USE AND LAND OWNERSHIP LANDFORM The proposed building stone mine is covering an area of 3.6849 ha. The lease area is private own land. The lease area is devoid of any transmission lines, streams / nallahs, forests, habitation, etc.

LAND USE The land use pattern of the existing and proposed mining project is given below: Table 5 : Land Use Details of project area Sr. Land Use Pre -Operational Operational for next Post Operational for life No. Category (Ha.) five years (Ha.) of mine (Ha.) 1 Top Soil Dump Nil 0.4190 (outside mining area, Nil 2 Over burden Nil within own land) 2.4818 Excavation (Voids (2.2162 ha Reclaimed by 3 1.8909 2.4318 Only) plantation & 0.2656 ha. Will be converted to pond.) 4 Road 0.080 0.050 Nil 5 Built Up Area 0.0275 Nil Nil 6 Drainage Nil 0.1109 0.1109 7 Green belt Nil 0.7207 0.7207 8 Undisturbed Area 1.6865 0.3715 0.3715 Total 3.6849 3.6849 3.6849

LAND OWNERSHIP The land as per revenue records is a private own land and the site is rocky land with rubber tree plantation and other native species.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 22

4.(iii) TOPOGRAPHY (ALONG WITH MAP) Part of the proposed land is rocky area and there is no vegetation in that area. The remaining land in the proposed land is mostly covered with native trees, shrubs, herbs, grass, climbers, bushes etc. The topography of the lease area is hilly terrain. The highest elevation of the lease area is 190 m MSL and lowest is 95 m MSL. As the project area is hill rock, the drainage of lease area is towards East. No habitants are located in the lease area. The topographical contour map of the project site is attached at Annexure No. 6.

4.(iv) EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE, FOREST, WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES (DISTANCE FROM THE HFL OF THE RIVER), CRZ IN CASE OF NOTIFIED INDUSTRIAL AREA.

Land Use Pattern: The lease area is situated at Survey Nos. 167/3, 167/4, 167/4-1, 167/5-1, 167/6, 167/7, 167/8, 177/2, 177/2-1, 178/1, 178/3-2, 178/5, 178/10 of Anad Village, Nedumangadu Taluk, Thiruvananthapuram District, Kerala in area of 3.6849 hectares. The land use pattern of site is provided at Table No. 5 above.

DISTANCES FROM THE PERIPHERY OF THE PROJECT TO THE PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE AREAS, WATER BODIES, NOTIFIED INDUSTRIAL AREAS, CRZ AREA ETC. Parti culars Name & Distance to quarry site Ecological sensitive zone (National Park, Sanctuary, None within the study area Habitat for Migratory Birds, Tiger Reserve) Critically Polluted Area as identified by CPCB None within the study area Defense installations None within the study area Archeological Features None within the study area Nearest Forests None within the study area Nearest streams/ rivers/ water bodies Kiliyar River about 2 km, SE Karmana River About 7 km, SE Notified Industrial Area None within the study area CRZ Area Not in CRZ Area

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 23

4.(v) EXISTING INFRASTRUCTURE The existing infrastructure around the project site includes tarred roads, electricity supply from Kerala Electricity Board, water supply from Kerala Water Authority / Panchayat supply, storm water drains along the roads.

4.(vi) SOIL CLASSIFICATION Main rock type in the study area is charnockite granite. At places where they are exposed, the charnockite granite is medium to coarse grained with dark grey quartz.

4.(vii) CLIMATIC DATA The district has a climate that borders between tropical savanna climate and tropical monsoon climate. In a broad sense, it can be said that the district experience a tropical monsoon climate. The annual variation of mean air temperature at Thiruvananthapuram district is from 21o C to 34oC. The humidity is high and rises about 90% during the monsoon season. The average annual rainfall of the district is 2035mm. It is significant that the district gets benefits of both monsoon – southwest monsoon and northeast monsoon. The district is characterized by very high precipitation which is spread over very few wet days and a long dry season (December- May) and a marked gradient from the eastern hilly region to the sea rapidly re-conveying the rainfall back to the sea through short, fast, west flowing rivers. Thiruvananthapuram is the first city along the path of southwest monsoon and gets its showers by end of May/beginning of June. The district also gets rain from receding northeast monsoon which hits the district by October. The southwest monsoon contributes more than the northeast monsoon to the total rainfall in the district. The dry season sets by December in the district. December, January and February are the coldest months while March, April and May are hottest. The normal rainfall of the district is 2001.6 mm. (Source: District Survey Report by Department of Mining & Geology, Kerala )

4.(viii) SOCIAL INFRASTRUCTURE AVAILABLE Table 6 : Social Infrastructure Details S. No. Pa rticulars Name, Distance & Direction from the quarry site 1. Land use Private own Land with rocky land 2. Nearest habitation About 101 m towards East 3. Nearest Town Nedumangad about 5 km, SE 4. Width of access road to site 7m wide road

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 24

5. Nearest Airport Trivandrum Airport about 25 km, SW 6. Nearest Highway / roads NH-47, Mangalapuram, about 18 km, West SH-47 (Attingal-Nedumangad Rd.) about 1 km, South Panavoor-Puthenpalam Rd. about 1.50 km, East 7. Nearest Railway Station Kaniyapuram Station about 18 km, SW 8. Power supply The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. 9. Nearest Hospital / dispensary Nedumangad about 5 km, SE 10. Education facility SNVHS, Anad, about 3.50 km, East 11. Police Station Nedumangad about 5 km, SE 12. Fire Station Nedumangad about 5 km, SE 13. Ambulance Nedumangad about 5 km, SE 14. Church / temple / mosque Church – CSI Ottakomb, 1.50 km, N Temple – Thrichittoor Temple, 1 km, S Mosque – Irinjayam Mosque, 2 km, SW

5.0 PLANNING BRIEF 5.(i) PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC.) TOWN AND COUNTRY PLANNING / DEVELOPMENT AUTHORITY CLASSIFICATION. The mining will be done by open cast semi-mechanized method of mining. The bench height and width will be maintained 5 to 6 mtr. Excavated material is transported to the crusher unit available within the complex for further processing. The proposed mine will have capacity to produce 50,000 MTA of building stone. It will be used for construction of buildings & roads. Mineral will be transported by trucks / tippers to the end users. The production and development plan of the project is attached as Annexure No. 7.

5.(ii) POPULATION PROJECTION About 21 Persons of employees proposed for the quarrying operation. Most of the person will be sourced from neighboring villages. Thus there will be no increase in population due to the project.

5.(iii) LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) The land use plan including the breakup along with green belt development area is provided at Table No. 4 above.

5.(iv) ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) The mine site has its own approach road and well connected to the nearest public road / highway, which will help in commutation of workers and transportation of minerals. As such there is no major infrastructure facilities planned in this project and

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 25

does not call for importance. The main mining site and secondary access road will be kept in a sufficient condition to allow access. On the basis of the site visit, the infrastructure demand in the nearby villages will be assessed on the basis of need and priority. Job opportunities are limited and newer avenues of skill development for income generation are required.

5.(v) AMENITIES/ FACILITIES Following facilities are provided for the smooth working of the mine:-  Mine office / Site office  Magazine area for storage of explosive  Parking area for vehicles  Storm water collection pond  Canteen / Mess for workers  Accommodation for workers  First aid room  Store facility  Toilet facility  Drinking water facilities  Rest shelters: Rest shelter room is provided to take lunch and rest for the mine workers.

6.0 PROPOSED INFRASTRUCTURE 6.(i) INDUSTRIAL AREA (PROCESSING AREA) The project site area is not located in an industrial area. The project is a mining project and is site specific. 6.(ii) RESIDENTIAL AREA (NON PROCESSING AREA) As the local person will be given priority in employment, no permanent residential area / housing is proposed only labour sheds are provided within the complex. 6.(iii) GREEN BELT The year wise programme of eco-restoration for the life of mine will be made and about 2,900 trees will be planted in an area of 2.9369 ha. 6.(iv) SOCIAL INFRASTRUCTURE The Social Infrastructure facility available around the site is provided at Table No. 6. 6.(v) CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO / WATER WAYS ETC.) The site is very well connected by road network to the highway, district headquarter and to the nearest towns. The area is self sufficient to cater the needs of the project.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 26

6.(vi) DRINKING WATER MANAGEMENT (SOURCE AND SUPPLY OF WATER) The water required for the project will be sourced from the storm water reservoir and from well. The drinking water to a tune of 1 KLD will be sourced from the open well which will be treated / disinfected before consumption.

6.(vii) SEWERAGE SYSTEM The sewage to a tune of 0.80 KL will be generated daily from the mine office will be diverted to the septic tank followed by soak pit. 6.(viii) INDUSTRIAL WASTE MANAGEMENT There will be no industrial waste generation due to proposed project.

6.(ix) SOLID WASTE MANAGEMENT (i) Topsoil Management A total quantity of 3,631 cu. m. of topsoil is proposed to be removed during the mining operations. The topsoil excavated from the quarry will be dumped / stacked separately at pre-determined place and subsequently will be utilized in spreading over reclaimed areas for plantation as part of eco-restoration. Precautions will be taken to limit the height of the topsoil dump / stacked to 5 to 6 meters in order to preserve its fertility and shelf life. It will be suitably protected from soil erosion and infertility by planting fodder grass and leguminous plants during temporary storage. (ii) Overburden Management About 1,815 cu. m of overburden (OB) will be generated throughout the mine life. This waste will be utilized within the pit for lying of haul roads. At the end use, OB can be reutilized as soil base for plantation. 6.(x) POWER REQUIREMENT AND SUPPLY / SOURCE The total power requirement will be 75 kW for compressors which will be operated by Diesel Engine. The domestic supply will be met from the supply of Kerala State Electricity Board (KSEB).

7.0 REHABILITATION AND RESETTLEMENT (R & R PLAN) 7.(i) POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THE PROJECT AFFECTED PERSONS INCLUDING HOME OUSTEES, LAND OUSTEES AND LANDLESS LABOUR (A BRIEF OUTLINE TO BE GIVEN) The proposed site is private own land and hence there is no rehabilitation and resettlement. It is a small quarry project and there is no habitation in the lease area, therefore rehabilitation & resettlement plan is not required / applicable for this project.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

PROJECT : Mas onry Stone Mine (Quarry project) PRE - FEASIBILTY REPORT

APPLICANT : M/s Kottakkal Granite Industries Pvt. Ltd. 27

8.0 PROJECT SCHEDULE AND COST ESTIMATES 8.(i) LIKELY DATE OF START OF PRODUCTION AND LIKELY DATE OF COMPLETION (TIME SCHEDULE FOR THE PROJECT WILL BE GIVEN). Table 7 : Expected Time Schedule for the Project S. No. Particulars Time Schedule (in month)* Remark If any 1st 2nd 3rd 4th 5th 1. Environmental Clearance 2. Consent To Establish Project Establishment Period 3. Consent To Operate Production Start Period *Time line may vary; subjected to rules & regulation / & other unforeseen circumstances

8.(ii) ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT The proposed project cost will be about Rs. 2.30 Crores . Table 8 : Estimated Project Cost and Economic Viability S. No. Particulars Details 1. Quarrying Cost Rs. 200 /- Per Ton 2. Transportation with Crushing cost Rs. 250/- Per Ton 3. Royalty & Other Expenses Rs. 100/- Per Ton 4. Total Cost of Production Rs. 550/- Per Ton 5. Selling Price Rs. 650/- Per Ton 6. Gross Profit Rs. 100/- Per Ton 7. Gross Profit / Annum ( 50,000 Tons x Rs. 100/- ) Rs. 50,00,000/- Per Annum

9.0 ANALYSIS OF PROPOSAL 9.(i) FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFITS TO THE LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA. No tribal population is residing in the study area. There will be social benefits from the mining operations. The core benefit of the proposed quarry project is the availability of Masonry building stone for construction industries. A detailed study on social status of the project site surroundings & need base study on proposed CSR activities will be carried out and implemented as per norms.

ENVIRONMENTAL ENGINEERS & CONSULTANTS PVT. LTD. Managing Director

April , 2017 Mr. ARUN VARGHESE

SITE PHOTOGRAPHS – QUARRY PROJECT OF M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD.

Annexure No. 2 SITE PHOTOGRAPHS – QUARRY PROJECT OF M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD. Annexure No. 3

ROUTE MAP – QUARRY PROJECT OF M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD. Annexure No. 4

GOOGLE MAP – QUARRY PROJECT OF M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD. KEY MAP – QUARRY PROJECT OF M/s KOTTAKKAL GRANITE INDUSTRIES PVT. LTD. Annexure No. 5

5 BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE 1 8°38'1.19"N 76°58'54.94"E 9 8°38'2.46"N 76°58'58.63"E 17 8°37'57.22"N 76°59'3.49"E 25 8°37'57.17"N 76°58'58.60"E 2 8°38'0.78"N 76°58'57.81"E 10 8°38'1.61"N 76°59'0.70"E 18 8°37'56.26"N 76°59'2.49"E 26 8°37'57.38"N 76°58'57.32"E 3 8°38'0.52"N 76°58'57.62"E 11 8°38'0.32"N 76°58'59.90"E 19 8°37'55.92"N 76°59'0.68"E 27 8°37'57.91"N 76°58'56.95"E 4 8°38'0.08"N 76°58'57.25"E 12 8°37'59.84"N 76°59'1.39"E 20 8°37'54.16"N 76°58'58.48"E 28 8°37'58.01"N 76°58'56.11"E 5 8°37'59.02"N 76°58'58.82"E 13 8°37'58.59"N 76°59'4.66"E 21 8°37'53.66"N 76°58'56.18"E 29 8°37'58.96"N 76°58'57.27"E 6 8°37'59.81"N 76°58'59.07"E 14 8°37'57.87"N 76°59'5.38"E 22 8°37'54.90"N 76°58'56.83"E 30 8°37'59.52"N 76°58'56.77"E 7 8°38'0.52"N 76°58'58.19"E 15 8°37'57.29"N 76°59'7.01"E 23 8°37'56.78"N 76°58'57.22"E 31 8°37'59.76"N 76°58'55.67"E 8 8°38'2.49"N 76°58'58.32"E 16 8°37'56.87"N 76°59'6.96"E 24 8°37'56.68"N 76°58'58.37"E 32 8°38'0.28"N 76°58'55.05"E Year Bench (mRL) Production (MT) I 185 -130 50,000 II 130 -120 50,000 III 120 -115 50,000 IV 115 -110 50,000 V 110 -105 50,000

BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE 1 8°38'1.19"N 76°58'54.94"E 9 8°38'2.46"N 76°58'58.63"E 17 8°37'57.22"N 76°59'3.49"E 25 8°37'57.17"N 76°58'58.60"E 2 8°38'0.78"N 76°58'57.81"E 10 8°38'1.61"N 76°59'0.70"E 18 8°37'56.26"N 76°59'2.49"E 26 8°37'57.38"N 76°58'57.32"E 3 8°38'0.52"N 76°58'57.62"E 11 8°38'0.32"N 76°58'59.90"E 19 8°37'55.92"N 76°59'0.68"E 27 8°37'57.91"N 76°58'56.95"E 4 8°38'0.08"N 76°58'57.25"E 12 8°37'59.84"N 76°59'1.39"E 20 8°37'54.16"N 76°58'58.48"E 28 8°37'58.01"N 76°58'56.11"E 5 8°37'59.02"N 76°58'58.82"E 13 8°37'58.59"N 76°59'4.66"E 21 8°37'53.66"N 76°58'56.18"E 29 8°37'58.96"N 76°58'57.27"E 6 8°37'59.81"N 76°58'59.07"E 14 8°37'57.87"N 76°59'5.38"E 22 8°37'54.90"N 76°58'56.83"E 30 8°37'59.52"N 76°58'56.77"E 7 8°38'0.52"N 76°58'58.19"E 15 8°37'57.29"N 76°59'7.01"E 23 8°37'56.78"N 76°58'57.22"E 31 8°37'59.76"N 76°58'55.67"E 8 8°38'2.49"N 76°58'58.32"E 16 8°37'56.87"N 76°59'6.96"E 24 8°37'56.68"N 76°58'58.37"E 32 8°38'0.28"N 76°58'55.05"E BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE BP NO. LATTITUDE LONGITUDE 1 8°38'1.19"N 76°58'54.94"E 9 8°38'2.46"N 76°58'58.63"E 17 8°37'57.22"N 76°59'3.49"E 25 8°37'57.17"N 76°58'58.60"E 2 8°38'0.78"N 76°58'57.81"E 10 8°38'1.61"N 76°59'0.70"E 18 8°37'56.26"N 76°59'2.49"E 26 8°37'57.38"N 76°58'57.32"E 3 8°38'0.52"N 76°58'57.62"E 11 8°38'0.32"N 76°58'59.90"E 19 8°37'55.92"N 76°59'0.68"E 27 8°37'57.91"N 76°58'56.95"E 4 8°38'0.08"N 76°58'57.25"E 12 8°37'59.84"N 76°59'1.39"E 20 8°37'54.16"N 76°58'58.48"E 28 8°37'58.01"N 76°58'56.11"E 5 8°37'59.02"N 76°58'58.82"E 13 8°37'58.59"N 76°59'4.66"E 21 8°37'53.66"N 76°58'56.18"E 29 8°37'58.96"N 76°58'57.27"E 6 8°37'59.81"N 76°58'59.07"E 14 8°37'57.87"N 76°59'5.38"E 22 8°37'54.90"N 76°58'56.83"E 30 8°37'59.52"N 76°58'56.77"E 7 8°38'0.52"N 76°58'58.19"E 15 8°37'57.29"N 76°59'7.01"E 23 8°37'56.78"N 76°58'57.22"E 31 8°37'59.76"N 76°58'55.67"E 8 8°38'2.49"N 76°58'58.32"E 16 8°37'56.87"N 76°59'6.96"E 24 8°37'56.68"N 76°58'58.37"E 32 8°38'0.28"N 76°58'55.05"E