PRE FEASIBILITY REPORT

PRE FEASIBILITY REPORT 1

TABLE OF CONTENTS Sr. No. Content Page No. 1.0 Executive Summary 3 2.0 Introduction of Project and Background Information 4-5 3.0 Project Description 6-12 4.0 Site Analysis 13-20 5.0 Planning Brief 21-24 6.0 Proposed Infrastructure 25 7.0 Rehabilitation & Resettlement 26 8.0 Project Schedule 26-27 9.0 Analysis of Proposal 27 2

1. EXECUTIVE SUMMARY Particulars Details Location Umrangshu Limestone Area Tehsil Umrangshu, Distt N.C.Hills, Assam. Latitude 25 31'26.61"N to 25 32'23.50"N Longitude 92 46'17.79"E to 92 46'58.74 "E Toposheet No. 83 C/14 Total lease Lease area 200 ha. Mineable Reserves 55126933 MT Capacity Proposed production 1.50 million TPA ROM Life of Mine 36.75 Years Ultimate depth of mining 360 mrl Estimated project cost Rs 625 lacs EMP Cost Rs. 2.0 Lacs DG Set Not required Elevation The highest elevation of the area is 820 mrl and lowest elevation is 580 mrl. Land use Non government barren Land Nearest Habitation/ Town Umrangshu, 1 km from lease area in West direction. Nearest Airport Borjhar - 264 km from lease area. Nearest Highway S.H.-20 (1.0 km in West direction) Nearest Railway Station Lanka (on Broad gauge line) -62 km Power Supply Umrangshu Nearest Dispensary and Govt. Umrangshu Hospital Educational Facility Umrangshu Village Nearest Telephone Facility Umrangshu Water Demand and Supply 17.00 KLD, Source:Well & water tanker Nearest Tourist Places None within the study area Defense Installations None within the study area Archeological Features None within the study area Ecological Sensitive Zones None within the study area Nearest Streams/ Rivers/ Langyen Nadi Water Bodies (from mine Kopili River boundary) Amreng nalla Seismic Zone Seismic zone II. 3

2.0 INTRODUCTION OF PROJECT /BACKGROUND INFORMATION Mining project for Limestone near Village Umrangshu. The project is located near village Umrangshu, Tehsil Umrangshu District N.C.Hills. Assam. Lease area 200 ha. Proposed production 1500000 TPA. 2.1 Identification of the project and project proponent Name of the Project Umrangshu Limestone Area Name of the Lessee Assam Mineral Development Corp.Ltd., Location of the project Near Village Umrangshu Tehsil Umrangshu Distt N.C.Hills (Assam) Proposed Production 1.50 Million TPA. Lease Area 200 ha. Mob. No. +91 361 2384078 Email amdcghy@rediffmail.com Status of the Applicant Public limited company 2.2 Brief description of the nature of the project: The Mining Lease for an area 200 Hect. was granted in favour of M/S Assam Mineral Development Corp.Ltd. vide letter no. PEM.10/2010/47 on dated 3/5/2010, with conditions to submit Undertaking, approved Mining plan and prior Environment Clearance. (Annexure No.1) Mining Plan with progressive mine closure plan for Limestone over an area of 200 hect., near village- Umrangshu, Tehsil Umrangshu District N.C. Hills Assam has been sumbitted on 2/9/2015 to I.B.M. Kolkatta. 4

Nature of the Project: Mining of Limestone is proposed in the lease area 200 ha. near village Umrangshu, Tehsil Umrangshu, District N.C.Hills, Assam. Mining will be carried out by Opencast Mechanized method. Proposed production is 1500000 TPA (ROM). 2.3 Need for the project and its importance to the country and or region: The Mining project falls in the hilly area of the district N.C.Hills, Assam devoid of sufficient agriculture activities and other industrial growth. The earning sources of the region are limited. The region has scarcity of water. Mineral wealth of the state Assam provides the employment opportunity to the people of the state. Mining is one of the major core sector industries which play a crucial role in the process of country economic development. 2.4 Demands-supply gap: The material generated from this mine will be used as raw material for Cement manufacture in the plant. 2.5 Imports vs. Indigenous Production There will be no import for the project. There will be indigenous inputs in the entire mining activity. 2.6 Export Possibility The mining activity is not prospecting exports. 2.7 Domestic/Export Markets Lessee would like to sale out the mineral in domestic market as per requirement. 2.8 Employment Generation (Direct or Indirect) The mining project will generate direct & indirect employment. About 82 people will get direct employment and 40-50 people will also be affected indirectly and employed with allied and related industries, such as transportation, maintenance, etc. 5

3.0 PROJECT DESCRIPTION 3.1 Type of project including interlinked and interdependent projects: The proposed project is mining unit of Limestone in the area of 200 ha. situated at N/v- Umrangshu, Tehsil Umrangshu & District N.C.Hills, Assam. Proposed Production is 1500000 TPA. No Interlinked or Interdependent project. 3.2 Location (Location map & Key plan is attached as Plate no. I & II respectively). State : Assam District : N.C.Hills Tehsil : Umrangshu Village : Umrangshu The entire project area is 200 hectares. (Non government barren Land) TOPOSHEET NO. WITH LATITUDE AND LONGITUDE The applied area forms a part of Survey of India Topo-sheet no. 83 C/ 14 The lease area is situated between Latitudes 25 31'26.61"N to 25 32'23.50"N and Longitudes 92 46'17.79"E to 92 46'58.74 "E. The applied area is 1 km in East of Umrangshu Village. Tehsil Headquarter is Umrangshu and District headquarter is N.C.Hills for the lease area. 3.3 Details of Alternate Site Considered and the Basis of Selecting the Proposed Site, Particularly the Environmental Considerations Gone Into Should Be Highlighted: Mining is site specific project hence no alternate site is considered. 3.4 Size/Magnitude of Operation It is proposed to produce 1500000 TPA of Limestone from the area of 200 hectares by Open cast Mechanized method of mining. 3.5 Project description with process details: Mining project for Limestone near Village Umrangshu. The project is located near village Umrangshu, Tehsil Umrangshu District 6

N.C.Hills. Assam. Lease area 200 ha. Proposed production 1500000 TPA. The material generated from this mine will be used mainly as raw material for Cement plant. Proposed Mining Method (Source-Approved Mining Plan) The area is located in hilly terrain and involves development of approach road and removal of overburden. Being new project ancillary facilities are also required to be developed. However the applicant is operating other mines in the region adjacent to this area, some of the facilities available there will be used in this mines as well. It is proposed to produce in third year 0.5 Million tones, and when the mine is fully developed then proposed rate of production will reach to 1.50 Million Tones per year in fifth year of plan period. It is proposed to work the deposit by fully mechanized open cast method of Mining with the use of Drill machines, Excavators and dumpers for drilling, loading and transportation of overburden and limestone. Following broad design parameters have been considered. No. of working days per year = 300 No. of production shifts per day = Two (Production) + one (Maint.) Bench height of 8.0 m will be developed. Minimum bench width will be 18-25m. Individual bench slope will be 80 0 from vertical. 100-115mm dia. blast holes using wagon drill. Excavator of bucket capacity 2.76 Cu.m. bucket capacity will be used. For mineral and waste 35 t tippers are proposed to be used. Haul roads will be developed at minimum gradient of 1:16. Width of haul roads will be 15 m. ANFO with cap sensitive explosive will be used, in the ratio of 90:10. Secondary blasting will be carried out as and as and when required. Water sprinkler will be used for dust suppression in the mine. Provision of MMR 1961 will be strictly be adhered. Lessee will obtain necessary permission from DGMS for deep hole drilling and blasting and use of HEMM. 7

Blasting a) Broad Blasting Parameters: Mineral / OB ( Max) per day 8,334 t Height of bench 8.0 m Depth of hole including sub grade drilling 8.8 m Burden 3.5 m Spacing 4.5 m Volume blasted per hole (8 x 3.5 x 4.5 = 126) 126 cu.m. Tonnes blasted per hole (126 x 2.6=328) 328t Powder Factor t / kg of explosive 6 Explosive per hole 55 kg Explosive per day (8,334/6 = 1389 kg) 1389 kg Booster Charge @ 10% of total charge 139 kg / day ANFO @ 90 % of total charge 1250 kg/ day Holes will be drilled parallel to free face and at an inclination of 80 0 of the bench and staggered in the subsequent rows. b) Types of Explosive to be used: For the booster charge, any cap-sensitive explosive and for column charge, any non-cap-sensitive explosive, mainly ANFO would be used. The ratio of booster charge to column charge would be 10:90. c) Powder Factor Assumed Powder factor is 6.0 tonnes / kg both in overburden and mineral. d) Secondary Blasting Even a good and planned primary blast would need some secondary blasting. In similar mine about 10% of tonnage requires secondary blasting. It is proposed to carry out secondary drilling and blasting using compressed air operated Jack hammer drill and high explosives. About 138 kg of explosives for this will be required per day.

Extent of Mechanization Type of Machinery Nos. Capacity in Motive Power Make H.P. Cum. Dumper 18 24 Cu m Diesel BEML 455 Diesel Pump 1 - Diesel Local 10 Compressor 3 450 CFM Diesel Atlas 75 Copco Jack Hammer 4 36 mm Diesel Holman - Excavator 3 2.76 m 3 Diesel BEML 320 Wagon Rock drill BVB 3 - Diesel Atlas 354 cfm 25-10 DTH Copco BEML Crawler Dozer 1 - Diesel BEML 180 Motor Grader BG 825 1 Blade 4928 Diesel BEML - mm- Jeep 2 - Diesel Mahindra 40 Explosive Van 1 Diesel Mahindra 40 Communication equipment 1 - - - - Ground Water Table In general, ground water occurs under water table to semi-confined condition. Premonsoon water level in alluvial ranges from 3.80 to 16.0 m bgl while in tertiary rocks, it varies from 1.77 to 17.63 m bgl. Water level fluctuation ranges from 0.22 to 4.88 m. (Source: CGWB). (b) Maximum and minimum depth of workings; The proposed working will be up to 396 mrl. Hence, water table will be intersected during proposed working. 9

Year Maximum depth Of working (mrl) Ist 460 452 IInd 444 428 IIrd 460 412 IVth 468 404 Vth 484 396 Minimum depth Of working (mrl) 3.6 Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished product: Raw material i.e. Limestone will be produced by opencast Mechanized method of mining, proposed production is 1500000 TPA (ROM) it will be transported to Cement plant by using Dumpers/trucks. 3.7 Resource optimization/ recycling and reuse envisaged in the project, if any, should be briefly outlined. Not applicable. 3.8 Availability of water its source, energy/power requirement and source : The total water requirement for the project is estimated 17.0 KLD. Water for mining operation (dust suppression) and for drinking purpose will be brought from the wells in the lease area distance and through water tankers. Sr. No. Purpose Total Requirement (KLD) 1 Dust suppression 10.0 2 Drinking 2.0 3 Green belt 5.0 TOTAL 17.0 10

Diesel for dumpers/equipment about 4000 Lt. per day is assumed to be consumed. Diesel will be brought from outside, from nearby diesel pumps. 3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their management /disposal: During Five year period Waste will be generated 2489659 Cu m. 3.10 Schematic representations of the feasibility drawing which give information of EC purpose: 11

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4.0 SITE ANALYSIS 4.1 Connectivity Connectivity Details from Project Site: Sr. No. 1. Particulars Details The village Umrangshu, nearest population center is 1 km away from the lease area & it is connected with other important towns and cities Road through a good network of roads with regular public transport Connectivity services. The District Headquarters of Halflong,N.C.Hills is at a distance of 102 km by road by S.H.20. 2. 3. 4. Nearest Highway Nearest Railway Station Nearest Airport S.H.-20 (102 km ) The nearest railhead is at Lanka at a distance of 62 km from lease area on Broad Gauge section of the N.F.Railway. The nearest civilian airport for regular commercial flights is at Borjhar, the road distance from the lease area is around 264 km. 4.2 Land form, land use and land ownership The Mining lease is situated of village- Umrangshu, Teh.- Umrangshu, Dist.- N.C.Hills. For the survey is considered 351 m as benchmark. There is no forest land in this existing applied area. It is non government barren land. The drainage system of the area is controlled by river Kopili that flows in E-W direction. Village : Umrangshu Tehsil : Umrangshu District : N.C.Hills State : Assam Lease Area : 200 hect. 13

4.3 Topography The lease has been shown in plate no. 1 of mining plan. The area falls in G.T. sheet no. 83C/14 and is lying between Latitudes 25 31'26.61"N to 25 32'23.50"N and Longitudes 92 46'17.79"E to 92 46'58.74 "E. 4.4 Existing Land use Pattern The lease area is non government barren Land (200 ha.). There is no village or hutments within the applied lease area. Existing land use pattern is given as below: S. No. Particulars Present position (in hect.) A) Mining Activity 1 Pits 0.0 2 Dumps 0.0 3 Road & Building 0.22 4 Plantation 0.0 5 Mineral Stack Yard 0.0 6 Infrastructure (Work Shop, 0.0 Administrative Building 7 Sub grade dump 0.0 8 Water Reservoir 0.0 B) Backfilled non plantation 0.0 C) Remaining Virgin land 199.78 Total area 200.00 4.5 Existing Infrastructure: There is no existing infrastructure is available in the lease area. All necessary infrastructures will be developed before mining operation commenced. Site services as per Mines Rules 1955 will be developed. First-Aid station with all necessary medical facilities, Toilets as per the provisions of Mines Rules will be developed. Regular medical checkup of the mine employees will be carried out as per the provisions of Mines Rules 1955. 14

4.6 Regional geology & local geology: Regional geology:- The thick pile of Eocene sediments starting from Basal sandstone Formation (Equivalent to Cherra Sandstone Formation) to Kopili Formation of the Jaintia Group is exposed in the Garampani-Umrangshu area over the Precambrian basement. Towards south-east, the Jaintia are conformably overlain by the litho units of the Barali Group. The Basal Sandstone Formation occupies its position just above the Pre-cambrian basement and exposed intermittently from near Panimur to Kopili Kharkar confluence covering a distance of about 40 km. The litho units of formation are well exposed near Eili Falls and Panimur-Lanka areas. The limestone deposit of the area belongs to Sylhet-Limestone Formation of Jaintia Group. It occupies a large tract and exposed intermittently in NW-SW direction. The best section of this formation is exposed along the Amrang valley of Juiphar block. However, the major portion of the area covered by the alternating sequence of shale and sandstone of Kopili Formation. The Bottom most position of the Kopili formation is calcareous, the middle portion is argillaceous in nature. The litho units of the formation are found in a continuous sequence at places. The contact between the formation are either gradational or sharp. The general stratigraphic sequence of the area is as given below: Group Formation Lithological units Jaintia (Eocene) Kopili Shale & Sandstone Alternation of splintery shale and fine to medium grained brownish sandstone, with occasional bands of calcareous shale. Sylhet Limestone Formation Basal Thick limestone, fossiliferous, hard, well bedded with occasional partings and bands of shale. White, massive, hard sandstone with 15

sandstone impersistent coal seam Jurassic Volcanic Rock Highly weathered trap Pre- Cam Basement crystalline Granite and various gneissic rocks The traps and Pre-Cambrian has very few exposures. Highly weathered traps exposed along the Lumdingnala and the pre-cambrians are explored along the Khandong ridge and at the dam site of the Kopili Hydel Project, west of the lime stone deposit. Kopili shale and sandstones normally cap the limestone. The main exposure seen in The Umrongshu valley, which is a faulted block entirely, formed of Kopili shale and sandstone. Other good outcrops are seen at many places along Umrongshu Lanka road. Local Geology: The limestone deposit lies along the eastern side of the Umrongshu Lanka road at a distance of about 5 km. from Umrongshu township. It is exposed over an area of 11 sq.km. The present prospect forms the western flank of the AMDC block of the deposit. The limestone is exposed along the bed of the deep ravine curved out by the Amrang nala. The Amrang Nala flowing on NNE-SSE course within the prospect, has moderate to steep gradient. The block consists of two distinct limestone beds intervened by a thin but consistent shale band of approximately 6 8 m thick. The top and bottom bands are about 30 80 m thickness. The Kopili shale and sandstone immediately overlies limestone sequence occupying the high ground along the ridges. A thin mantle of top soil normally covered the Kopili formation. The bottom band limestone is underlain by Quartzite sandstone. 16

LOCAL STRATIGRAPHIC SEQUENCE Group Formation Lithological units Thickness Jantia (Eocene) Kopili Shale & Alteration of Sandstone splintery shale and medium to fine grained variegated coloured sandstone current bedded and sometime laminated. Sylhet Limestone Top Band limestone, Formation Top 3.0 to 5.0 ferruginous limestone with fossils mainly nummulites. Rest of the thickness is grey limestone fossiliferous and partly shaly at places. Intermediate shale Grey, splintery sticky and persistent shale Bottom Band Grey, hard and limestone compact fossiliferous limestone, Basal sandstone Sandstone with carbonaceous shale 0-6m 28m 5.0 6.0 m 48.0 m Not Known Description of the rocks units within the applied area: 17

Kopili Sandstone & Shale: The Kopili formation forms the Top most unit of the Jaintia Group and is composed of alternation of gray to brown splintery shale and yellowish brown sandstone. Thin bands of calcareous shale and impure limestone are also seen at places. The sandstone is medium to fine grained well sorted, whitish to brown in colour. It is soft and sometime friable. The shale is dark gray to brownish in colour and splintery in nature. Sylhet Limestone: (Top Band Limestone); The top limestone band shows an average thickness of 28.00 m. Top 3.0 to 5.0 m is ferruginous and red in colour. The colour gradually changes from dirty grey to fresh grey orientation of fossils in a definite direction and low to heavy concentration of fossils at certain horizons is the peculiar characteristics of this ferrugineous limestone. Calcite crystallization along the fractured planes are common. Towards the bottom of the colour of the limestone varies from light grey to buff and then gradually to grey. Fossil mainly nummulites) contents also varies a different vertical sections. CaO content seems to increase towards bottom of this band. Chemical analysis of this band shows high percentage of R2O3 and low percentage of CaO. Intermediate Shale : The top band and bottom band limestone are separated by a thin but persistent shale band, thickness of which varies from 5.0 to 6.0 m. The shale is dark gray in color with occasional thin shally limestone band. Bottom Band Limestone: In general immediately below the intermediate shale band the bottom band limestone is encountered in almost all the boreholes of the area. The contact is observed to be gradational one the average thickness of this band is 48 meters. Limestone of this band is grey to dark grey in colour and less fossiliferous. In contrast to the Top band 18

limestone, this limestone band shows low percentage of R2O3 and high CaO. This band can be classified in to three recognizable sub horizons as stated below: (a) Top dirty grey to gray limestone with shale intercalation. (b) Middle gray to high gray massive and compact limestone. (c) Bottom gray limestone with sandy limestone band. Basal Sandstone : The Basal sandstone formation lying un-conformably over the pre Cambrian, is mainly made up of whitish to pale brown sandstone, medium to fine grained, slighty quartzitic with occasional presence of carbonaceous shales and thin coal seams. It makes its presence along Amrang nala. Source- Approved Mining Plan 4.7 Climatic details The climate of the district of N.C. Hills is fairly diverse climate with an average annual precipitation of around 1500 mm to 2000 mm with average of 1673 mm and 40 to 90% relative humidity. The rainfall is mostly distributed between the months of July and September. About 90 percent of the annual rainfall is received during the period June to September, July and August being the rainiest months. The variation in annual rainfall from year to year is very large. During the North-East monsoon season, the relative humidity is generally over 90 percent. The coldest month is January and the hottest month is May. 4.8 Social Infrastructure The infrastructure like, toilets, first aid stations etc. will be provided by the Lessee. The nearest village is Umrangshu, health & educational facilities (in the form of primary schools) are available there. 19

Medical facilities, Primary Health Centre are there in the area, imparting services, for advance medical facilities. In each village one health worker has been appointed by the Govt. to provide primary health facilities. The water required will be available from the well at 500 m distance and through water tankers. Communication services like post office and telephones are available in Umrangshu. Some of the villagers are having mobile phones. An occupational health unit will be organized and the proposed measures will be adopted: Pre & Periodical Medical Checkup program for all the workers. Compulsory medical checkup program and first-aid box with necessary equipment will be provided. Training for workers. Safety equipment i.e. dusts mask, safety shoes, gloves etc. 20

5.0 PLANNING BRIEF 5.1 Planning concept It is propose to produce 1500000 TPA (ROM) of Limestone from the lease area. It is situated in N.C.hills District of Assam. 5.2 Population projection Man power requirement for mining is estimated to be 82 Nos. Most of the employees will be recruited from neighboring village depending upon the availability of skilled & unskilled people. Migration of highly educated and skilled person will take place but it will be on temporary basis. So there will no permanent migration of people, hence there will be no population projection. 5.3 Land use Planning: Land use pattern (Hects.) The area of influence of mining at the end of 5th year and at the end of lease period is given below: PARTICLUARS Present By the end of Fifth year At the end of lease period Pits 0.00 15.392 78.566 Dump 0.00 6.224 19.610 Road/ 0.22 1.200 2.500 Building 0.00 0.200 0.200 Plantation 0.00 3.000 14.320 Mineral Stack 0.00 0.000 0.000 Remaining land 199.78 173.984 84.814 Total Area 200.00 200.000 200.000 5.4 Assessment of infrastructure demand (physical and social). 21

Temporary office and stores will be provided in the mine lease area. Specified first-aid box with all necessary facilities will be maintained at the site office and the rest shelter as per Mines Act-1952. Medical facilities, Primary Health Centre are there in the area, imparting services, for advance medical facilities. Communication services like post office and telephones are available in the nearby village. Some of the villagers are having mobile phones. 5.5 Facilities provided: 5.5.1 Infrastructure Additional facilities will be made as per the requirement. Arrangements for safe and healthy working conditions. Provision of Drinking water from nearby wells or through tankers in dry period. 5.5.2 Landscaping and green belt development The area falls in rainy zone and there is no shortage of water, so large scale of plantation is possible. The rainfall is moderate, therefore it is essential that the sapling of selected plants grown should be such those required minimum water and hence it is proposed to plant 600 trees per year of the following : The structure of this ecosystem comprises very common plant species of tropical area. Following plant species are present in the area. FLORA OF THE STUDY REGION S. No. Local Name Botanical Name 1. Gamari Gamolina arborea 2. Bogipoma Chirassia tabularia 3. Bhelu Tettramalia nudiflora 4. Hilika Terminalia chedula 5. Badam Mansonia dipikae 6. Khokon Duabanga sonnerationdes 7. Sundi Michelia chapace 8. Sam Atrocarpus Chaplasa 9. Amra Ammora wallichil 10. Koroi Albiziza procera 11. Aldu Adina cordifoilia 12. Sida Lagaertroamia parviflora 13. Bonsum Phoeba goalperendia 22

14. Bohera Terminalia belerica 15. Ghogra Schima wallichil 16. Dhuna Canarium spp. 17. Parauli Sterosperrmum Chelonides 18. Uriam Bischofia javanica 19. Teak Tectona grandis 20. Ashoka Polyalthia longifolia 21. Mango Mangifera indica 22. Neem Azadirachta indica 23. Amaltas Cassia fistula 24. Silver oak Gravalia robusta 25. Banana Musa pudica 26. Guava Psidium guava 27. Lemon Citrus lemon 28. Thuja Thuja spp. 29. Peepal Ficus religiosa Restoration of flora shall be maintained as per rule 33 of MCDR 2002. The plantation will be done at the place shown on the Environment Management plan plate no.6. Plantation Programme YEAR NO. OF PLANTS FIRST 600 SECOND 600 THIRD 600 FOURTH 600 FIFTH 600 Place of proposed plantation- 1. At the boundary of the lease or reclaimed land near by leases. 2. Both site of the road 3. At the dump. 4. At the govt. waste land provided by the govt. and own land. Protection of Plants: Following measures are proposed for protection of plants. 23

The expected rate survival is assumed at 80%. To improve the survival rate in the adverse climate condition necessary consultation would be taken from the Forest department. Proposed plantation area shall be fenced properly for improving the survival rate. Plantation will be carried out in the lease area in phased manner. 5.5.3 Health and safety system During the opencast working, and allied activities, all the precautionary measures shall be taken into account as per MMR 1961 and MCDR 1988 for safety and security. Following Safety & Security measures will be enforced; Moving front of the quarry shall have temporary fencing. Permanent fencing will be provided where quarry has reached the ultimate pit limit. Mine entrance will have a permanent check post and record shall be maintained of all persons / vehicles entering the mine area. Round the clock security arrangement shall be provided to prevent inadvertent entry of persons. Mitigation measures will be taken in respect to non - compliance. Inspection of regular operation of Pollution Control Equipment. Review of the safety practices being followed and additional safety measures if necessary. Identification of the unsafe conditions/ practices preventing in the shops for elimination of hazard, if any. Arrangement of training to develop safety awareness among all staffs of the works. 5.5.4 Disaster Management and risk assessment 24

The mining activities may involve accident like landslides, fall of material or equipment from benches. The applicant will prepare a detailed emergency plan in consultation with DGMS. 6.0 PROPOSED INFRASTRUCTURE S. No. Details 1 Lease Area 200 hectares. 2 Residential Area Not Applicable 3 Connectivity The village Umrangshu, nearest population center is 1 km away from the lease area & it is connected with other important towns and cities through a good network of roads with regular public transport services. The District Headquarters of Halflong,N.C.Hills is at a distance of 102 km by road by S.H.20. The nearest railhead is at Lanka at a distance of 62 km from lease area on Broad Gauge section of the N.F.Railway. 4 Green Belt Every year 600 sapling will be planted per year. 5 Social Infrastructure Social Infrastructure and other necessary other facilities will be provided by mine s proponent. 6 Water Management 17.00 KLD, Source: through well and water tankers. 7 Sewerage System Domestic Effluent treated in soak pits and overflow used for gardening 8 Industrial Waste N.A. Management 9 Solid Waste No waste will be generated. Management 10 Power requirement N.A. 25

7.0 REHABILITATION & RESETTLEMENT PLAN There is no human settlement within the mine lease area. No human settlement will be disturbed due to the mining activity. So, no Rehabilitation and Resettlement is proposed. 8.0 PROJECT SCHEDULE 8.1 Proposed schedule and approval for implementation The Proposed project shall be established after getting the Environmental Clearance from MoEF, New Delhi. 8.2 Project cost estimation Estimated Project Cost for the proposed project is Rs. 625.0 Lacs. (A) Capital investment/- A site Office, Store & First Aid Station = Rs. 5.00 lac /- Machineries & Tools =Rs. 593.0 lac/- Financial assurance = Rs. 6.00 lac/- PMCP = Rs. 5.00 lac/- Social fund & activities = Rs. 5.00 lac/- EMP = Rs. 2.00 lac/- Miscellaneous = Rs. 2.00 lac/- EIA/EMP = Rs. 7.00 lac/- Total cost Rs. 625.0 lac/- (B) Operational cost- The mineral will be mined from the lease area and the cost of per ton of mining will be approx. Rs. 180/- per ton. 8.3 ECONOMIC VIABILITY 26

The anticipated cost of mining is Rs. 180/- per ton cost. Average sale value is assumed at Rs. 350-400/- ton of Mineral Limestone. Hence the project will be viable. 9.0 ANALYSIS OF PROPOSAL Project will create direct & indirect employment opportunities within the surrounding region. Unit will use good faith efforts to employ local people from the nearby villages depending upon the availability of skilled & unskilled man-power surrounding the project site. In the proposed project would require significant workforce of non-technical and technical persons. Migration of highly education and skilled experience will result in increase of literacy in the surrounding villages. In addition, the proposed expansion of project shall enhance the prospects of employment. Assessment of the potential socioeconomic benefits during mining focused primarily on work force requirements, acquisition of supplies, and the temporary increased demand for services related to the mining project like food, housing, communications, law enforcement, medical care, local transportation etc. Due to these, additional revenue to local suppliers for required products and services related to the construction and operation phases of the project will generate. Thus, mining activities will provide numerous new, although temporary, work opportunities for both skilled and unskilled labor, as well as contribute significantly to the local economy. Additional government revenue expected from royalty, taxes, duties and other fees. An added benefit to the proposed project will result in considerable growth of stimulating the industrial and commercial activities in the state. Small and medium scale industries may be further developed as a consequence. ----------*************------------ 27