prefeasibility study report -...
TRANSCRIPT
Prefeasibility Study Report
Of
Miyani Building Limestone Mines
(Lease Area: 1.05.82 Hect.)
By Lease Holder
AT SURVEY No. 1/14P1 and 1/14P2
VILLAGE MIYANI
TALUKA PORBANDAR
District: PORBANDAR
October, 2017
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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Index
Section Details Page No. 1. Executive Summary 3 2. Introduction of the Project/ Background
Information 3
3. Project Description 5 4. Site Analysis 12 5. Planning Brief (Planning Concepts) 14 6. Proposed Infrastructure 15 7. Rehabilitation and Resettlement (R&R) Plan 16 8. Project Schedule & Cost Estimates 16 9. Analysis of Proposals 17
List of Annexure
No. Title 1. Order of LOI from district office 2. Copy of Approved Mining Plan Letter
List of Plates (covered in Text)
No. Title 1. Location Plan 2. Surface Plan 2. Satellite Image Plan/ Key Plan (5 km
Radius
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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1. Executive Summary The Collector (Mining Branch), Porbandar has issued a letter of intent (LOI)for grant of
Quarry lease area of Building Limestone to Shri Kanabhai Nathabhai Odedra & Rajendra
Gigaji Odedra, (Survey No. 1/14P1 and 1/14P2) which is located near village: Miyani,
Taluka: Porbandar, District: Porbandar of Gujarat state. The Collector has granted the LOI,
vide office order no., QP/QL/2189/LOI/2918 dated 01.08.2016 for 20 years. The lease area
(1.05.82 Ha) comprises Private Land type converted into Non-Agricultural land.
It is planned to work by Open Cast semi-mechanized mining method. Maximum rate of
production of Building Limestone is approved in mining plan is 30000 Tonne per annum
(TPA). The estimated project cost is Rs. 40.0 Lakh. The expected life of mine is 20 Years.
Building Limestone deposits are source for demand in civil construction. Miyani Building
Limestone deposits are huge source for demand in Porbandar and surrounding districts.
Mr. Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji odedra are experienced in Building
Limestone mining and involved in the quarry operation since 2004.
As per the statutory obligation this project needs Environment Clearance (E.C.) from
department of Gujarat Pollution Control Board (GPCB), Gujarat for operating the lease and
quarry operations. Thus accordingly project proponent has submitted Form-1M, PFR, and
copy of LOI to the district level environmental assessment authority (DEIAA) of Porbandar,
Gujarat constituted by MOEF&CC, GOI for issuing environmental clearance as per EIA,
September 14th 2006 and subsequently issued notifications.
2. Introduction of the Project/ Background Information
a. Identification of Project and Project Proponent: The LOI area of Building Limestone Quarry of Shri Kanabhai Nathabhai Odedra &
Rajendra Gigaji odedra (Survey No. 1/14P1 and 1/14P2) is located near village: Miyani,
Taluka: Porbandar, District: Porbandar of Gujarat state. The LOI had been granted by
district office order no. QP/QL/2189/LOI/2918 dated 01.08.2017 and the lease will be
executed on getting EC. The lease area (1.05.82 Ha) comprises Private Land type, which
converted for Non-Agricultural use. The mine lease is a piece of non-irrigated barren land.
The project was identified by the Department of Mines and Geology of Gujarat during
exploration.
This LOI area is planned to worked upon by Open Cast semi-mechanized mining method.
Planned maximum rate of production of Building Limestone is 30000 TPA. The estimated
project cost is Rs. 40.0 Lakh. The expected life of mine is 20 Years. Shri Kanabhai
Nathabhai Odedra & Rajendra Gigaji odedra are experienced in Building Limestone
mining and involved in the quarry operation since 2004.
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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b. Brief description of nature of the project: This is Building Limestone mining project for mironr mineral. As per EIA Notification
dated 14th Sep, 2006 and as amended till date, the project falls under; Category “B2” by
considering the area of project is 1.05.82 Ha. only. A location map of the project is shown
in the next section. It has been proposed to excavate maximum 30000 TPA of Building
Limestone mineral, from the S. No. 1/14P1 and 1/14P2 by open - cast semi mechanized
mining method. The LOI area is 1.05.82 Ha. Total geological reserves of Building
Limestone are 1,74,750 MT . The expected life of mine will be 20 years. The mineral
Building Limestone will be transported by hired trucks to the consumers.
At the end of lease period, the total excavated area will be 0.884 ha. The entire excavated
area will be used as a water reservoir. Water reservoir so formed, will ultimately help in
recharging ground water and also help in cultivation and irrigation purpose for nearby
area. Water requirement of 6.0 KLD for the proposed project activity will be met by water
tankers supply from nearby village source. The depth of water table is 30 m (Pre-
Monsoon) to 10 m (Post-Monsoon) below the general ground level. Thus, water table will
not encounter during working of the mine.
c. Need of the Project and It’s Importance to the Country/ Region
Building Limestone is basic building material of all civil construction and insfrastructure
development projects. The need of stone is in all types of civil constructions and CC roads.
This mines would be prime source of raw material for the civil and infrastructure
developemtn projects in Saurshatra reginon. There is huge demand fo building stone in
develping state. In case the supply of mineral is not received from this mines production
of constructin job will be seveorly hamppered. Building Limestone Mines are providing
employments to the local Labour in Rural area, as the labour of rural area have no
alternate work for labour, They are Unemployed, Thus this proposed mine will provide
work to many labours and it is a good employment. The Building Limestone is classified
as minor mineral. The operations of the quarries include cutting of stone by cutter
machines.
d. Demand – Supply Gap
Building Limestone is one of the important components in civil construction. It is used
in wall construction and architectural work. It is essential component for infra
structure development. It has high demand in the market due to increased domestic,
industrial and other infrastructural activities. As on date there is a gape of demand and
supply in domestic market and regional market. Quarrying of building stone is running
from decades are facing acute shortage of the minerals from local sources. The
Building Limestone found in the LOI area is low grade for industrial manufacturing.
e. Imports Vs Indigenous Production
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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In the current market scenario, import of Building Limestone is not envisaged. The Building Limestone produced is for indigenous use only.
f. Export Possibility Not applicable as proposed mine is for domestic use.
g. Domestic/ Export Markets Domestic demand is one of the main reason for the rapid growth of Building Limestone business in Saurashtra region. Thus, domestic market for Building Limestone as basic material for civil construction is growing. Building Limestone from the proposed quarry will be used to fulfill the domestic demand. No export is proposed at this stage.
h. Employment Generation (Direct and Indirect) due to the Project
Direct Employment: Highly Skiled (Technically qualitfied) – 2 Skiled - 2 Semi Skiled – 3 Un- skiled - 10 Indirect Employment: Truck driver for transportation, helpers and other ancillary activities of tea stall, workshop to repair trucks for the region which amount to employment of about 40 persons.
3. Project Description:
a. Type of project including interlinked and interdependent projects, if any:
The project is a small scale semi mechanized mining project. This project does not have any interlink or interdependency on any other projects.
b. Location (Map Showing General Location, Specific Location, and Project Boundary & Project Site Layout) With Coordinates
The Building Limestone Quarry Project of LOI area 1.05.82 hectare is located at Survey No. :
1/14 P1 and 1/14 P2, Village: Miyani, Taluka: Porbandar, District: Porbandar having
geographical location as below in table and falls on Restricted Topo Sheet No. 41 G/5 of
Survey of India. (Refer Plate No. 1)
Table -1
LOI area Pillers Latitude Longitude
H 21°49'32.81"N 69.23'35.23"E
I 21°49'29.65"N 69.23'35.43"E
J 21°49'29.15"N 69.23'34.53"E
K 21°49'29.11"N 69.23'32.63"E
N 21°49'32.33"N 69.23'30.91"E
F 21°49'33.64"N 69.23'33.44"E
E 21°49'33.61"N 69.23'33.52"E
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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S 21°49'32.54"N 69.23'32.80"E
K’ 21°49'31.50"N 69.23'34.31"E
A. General Location Map:
B. Plan View
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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C. Satellite Image (Satellite Image (Bird’s Eye View):
c. Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations given into should be highlighted.
No alternative site has been taken into consideration as the mineral (Building Limestone) is available at this site, and held under LOI.
d. Size of magnitude of Operation:
The quarry area of existing Building Limestone mine is 1.05.82 hectare and proposed rate of production of Building Limestone is maximum 30000Tonne/ Year ..
i. Regional Geology: Building Limestone in Porbandar is composed of Sea shells’ mega fossils and known as
Dwarka Bed Building Limestone. The cementing material of the shells is also carbonate
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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mud and concretionary material is underlying it. The rocks of this series are generally
horizontal and occasionally dip 5° to 10° towards south. Strong horizontal laminations due
to current bedding are a common structural feature with presence of minor
faults/fractures. This Building Limestone forms crescent shaped low height mounds.
Outcrop surfaces are quite often pitted due to solution activity. Typically karts topography
is special feature of this area.
The Building Limestone deposit represents crudely defined strike ridge along N-S direction.
The Building Limestone shows a wide variation in thickness. The Dwarka bed Building
Limestone are horizontally bedded shows somewhat lower thickness in topographic
depression and slight bulge in the elevated portion in the region. Building Limestone
outcropping as mounds and ridges exhibit a hard, consolidated, crustified nature compared
to underlying softer horizons.
The geological succession noted in the field is given below:
AGE FORMATION ROCK TYPE
Recent(Holocene) Alluvium/Recent Building
Limestone
Alluvial Soil, Black-brown
soil, coastal Building
Limestone
Early Holocene to
Late Pleistocene Miliolite Formation
Arenaceous Building
Limestone and calcareous
sandstone
Pliocene Dwarka Beds
Gypsiferous clay and sandy
foraminifer Building
Limestone
Miocene
------------------------
Gaj Beds
Unconformity--------------------
Clay and calcareous clay
------------------------------------
Paleocene to Upper
Cretaceous Deccan Trap
Basalt and its derivatives
including the intermediate
and acidic rock types like,
dacites, granophyre etc.
ii. Local Geology: Geologically the area comprises of miliolitic limestone followed by Dwarka bed limestone. The grade of the limestone is poor quality in terms of Carbonate contents, thus can only be used as building stone for construction purpose. The thickness of building stone bed is
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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upto 10 m with good compressive strength. Geological mapping of the lease area was done with a Total Station surveying. The area is covered by alluvium bed of 0.3 to 1m thickness. Different rock types exposed in the lease area are as- Pleistocene- Milliolite Limestone (Building Stone Construction grade) Pliocene - Dwarka bed Limestone (Building Stone Construction grade) Detailed description of geology of the quarry lease area and litho unit Soil/Alluvium – 0.3 to 1m soil layer above Building Stone bed Building Stone On the basis of observed from the exposure outside the lease area and within nearby working pit, Litho-log of area is as given below.
Litho units Depth
Soil/ Alluvium ( upper layer) 0.3m to 1m
Building Stone 6m depth(Proved 12mRL (Surface) to 6mRL, and 3 m
(Probable 6 to 3mRL)
e. Project description with Process detail: It is proposed by means of opencast semi-mechanized method, which includes cutting, loading, and transportation.
3.5.1 Open Cast Mining: Salient description of proposed mining method: The mining in the area is proposed by opencast method (Other than fully mechanized) due to shallow depth of the deposit. As the building stone will be used as blocks of specific dimensions in the construction industry, the diesel operated stone cutter machine (Horizontal as well as Vertical cutting) is most suitable and convenient machine for this type of work. The building stone after cut into specific size, will be loaded manually into hired 10T dumper/trucks for supplying to the customers/end users. Bench Parameters – Whole of the lease area will be used for excavation during proposed plan period. Building Stone is fully exposed in the nearby lease area. Exposed mineral is excavated by the formation of 2 benches of 6m & 3m of height. The width of bench shall be 6m. Mining is proposed by the deployment of Diesel operated stone cutter machine (Horizontal as well as Vertical cutting) and tractors and dumpers shall be used for haulage and transportation. Face advancement and mineral reject dump is marked on reclamation plan.
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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The edges of excavation shall be adequately sloped and secured so as to prevent danger of sliding as per the Regulation 106 of the Metalliferous Mines Regulation, 1961 The vertical faces will be formed and overall bench slope will maintain at 45 degree. The activities involved in the mining are: Excavation and loading of mineral: The upper layer of OB i.e. Alluvium is soft to medium hard, which can easily be loosened with the help of scraper/rock breaker. Excavation and loading of mineral will be proposed by deploying Diesel operated stonecutter machine (Horizontal as well as Vertical cutting) with dumpers/ trucks. System of Drilling and Blasting – No drilling and Blasting is proposed. Extent of mechanization –semi- mechanized opencast mining method shall be adopted by deploying a cutter and manual tools like crow-bar, pick-axe, spade etc. Mining machineries – Following mining machineries will be deployed -
A - Cutter Machines – Stone cutter machine (Horizontal as well as Vertical cutting) B- Loading Equipment – Loading shall be carried by manually. C - Haulage and Transport Equipment Transport from mine head to the destination - By the hired trucks/ dumpers. The list of mining machineries to be used in open cast mines is given below:
Purpose Machine Specification No. of
Machines
Cutting Diesel operated stone cutter
machine (Horizontal as well as
Vertical cutting)
100 mm 01
Hauling Dumper/Tipper 10 T 5
Water Sprinkling Tanker 200 ltr 1
Others Rock Breaker 1
3.5.2 General
No. of Working days: 275/ year No. of shifts per day: 1
3.5.3 Mechanization: Mining equipment is an integral part of mine production planning. The details of the equipment used in mining operation are listed below:-
Purpose Machine Specification No. of
Machines
Cutting Diesel operated stone cutter
machine (Horizontal as well as
Vertical cutting)
100 mm 01
Hauling Dumper/Tipper 10 T 5
Water Sprinkling Tanker 200 ltr 1
Others Rock Breaker 1
*hired as and when required
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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The customers demand for supply the Building Limestone of 9”X9”X6” in size. The lease has plans for use of cutter machines.
3.5.4 Loading and Transportation: The Building Limestone run of mines (ROM) will be loaded manually and transported by 18 T dumpers in block form to civil construction sites.
3.5.5 Mining waste:
The blocks of mineral to be produced from the lease need only specific size before supplying to the customers. No mineral beneficiation processing will be required at lease area for mineral. Undersized stone will be removed simply by hand picking. Besides this no other processing or beneficiation is required on proposed at the mine site
Process flow of Quarry project:
Building Limestone Bed
Strait long parallel Cutting in X direction at 9” interval
Strait long parallel Cutting in Y direction, (perpendicular to X direction) at 9” interval
Strait long parallel Cutting in Z direction, at 6” depth from surface.
Transportation (15 m3 capacity trucks)
f. Raw Material Required Along With Estimated Quantity, Likely Source, Marketing Area Of Final Products, Mode Of Transport Of Raw Material And Finished Product:
No raw material will be required for the production of mineral. Building limestone will be
loaded in to the trucks and sent to the consumers.
g. Resource optimization/ Recycling and reuse envisaged in the project, if any , should be briefly outlined
Not envisaged.
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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h. Availability of water its source, energy/ Power requirement and source should be given.
Water is required for drinking and spraying purpose. The daily water requirement will be 6 KLD. Tube well outside the mines site will provide the water for all the purposes. The working is in day shift, therefore no electricity is required. However, the electricity requirement may arise on putting a cutter machine in LOI area.
i. Quantity of wastes to be generated (liquid and solid) and scheme for their
management/ disposal No solid waste is generated due to mining of Building Limestone in the lease.
4.0 SITE ANALYSIS 4.1 CONNECTIVITY (Mine Site)
Table : Connectivity
PARTICULARS DISTANCE & DIRECTION
( FROM LOI AREA BOUNDRY)
Nearest Railway Station Porbandar Railway Station – 35 Km,
Nearest Airport Porbandar Airport- 35 Km,
Nearest Highway NH 8E –O. 1 KM
4.2 LAND FORM, LAND USE AND LAND OWNERSHIP
4.2.1 LAND FORM The area exhibits gently undulating to flat topography. The elevation of the area varies
between 13 to 12 m showing 1 m difference in relief. The shape of the lease is having irregular
shape. The applied area is virgin with some scanty vegetation. There is no water body or
nallah within the lease area.
4.2.2 LAND USE The present land use pattern is as below:-
Table : Land Use Pattern
S. No. Particulars Present Land-use
(ha.)
1. Top Soil 1.0582
2. Excavation Pit (Voids Only) 0.00
3. Waste Dump (External*) 0.00
4. Mineral Reject(External*) 0.00
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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*if applicable 4.2.3 LAND OWNERSHIP
The land as per revenue records is Private waste Land (1.05.82 Ha.) converted for Non –
Agricultural use. The location Plan is enclosed as Plate under section 3 above.
4.3 TOPOGRAPHY
The area exhibits gently undulating to flat topography. The elevation of the area varies between 13 to 12 m showing 1 m difference in relief. The shape of the lease is having irregular shape. The applied area is virgin with some scanty vegetation.
4.4 Existing land use pattern (agriculture, non-agriculture, forest, water bodies
(including area under CRZ), shortest distances from the periphery of the project to
periphery of the forest ,national park, wild life sanctuary, eco sensitive area, water
bodies (distance from the HFL of the river), CRZ.in case of notified industrial area, a copy
of the gazette notification should be given.
Land-use pattern: the area falls under level 2 categories of strip mine & quarry. This is non-
agriculture land.
Lease area is located at 1.5 kilometer distance from village Miyani. No national park is there
in 10 KM vicinity of the lease, the lease area is located at topographic high, small tributaries
originates from nearby areas, so no HFL level of any river is applicable. CRZ is not applicable
to the lease area.
4.5 EXISTING INFRASTRUCTURE
Railway: Porbandar Railway Station at 35 km distance
Airport: Porbandar 35 km distance
Highway: NH8E way 0.1 km distance
Power: Nearby villages, Miyani is having a power supply.
5. Infrastructure including office
Road
0.00
6. Afforestation 0.00
7. Undisturbed Area 1.0582
Total 1.05.82
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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Water: Tube well outside the lease area will provide the water for drinking
purposes. Accumulated rain water in mined out pits is harvested and used
for sprinkling on haul roads for dust suppression.
4.6 SOIL CLASSIFICATION
Soil may be defined as a thin layer of earth’s crust, which serves as a medium for the growth of
plants. The soil characteristics include both physical and chemical details. The soil found in the
region is in situ soil and found in consolidated from. The soil is brown to reddish in color, fine to
very fine-grained having a thickness of 0.3 to 1.0m.
4.7 CLIMATE DATA FROM SECONDARY SOURCES.
The climate is moderate and temperature ranges from 34⁰C during summer to about 13⁰C during
winter. The average annual rainfall is 600 to 800 mm which received during monsoon season from
June to September. Predominant wind direction is SW-NE, generally wind blows with a velocity of
10-12 Kms/hr in all seasons. Relative humidity varies from 50% to 95%.
4.8 SOCIAL INFRASTRUCTURE AVAILABLE
The lease area is located at 1.5 km distance from Miyani. Primary & Secondary education
facility is available at Miyani. The Hospital situated at Miyani and Porbndar.
5. Planning Brief
5.1 Planning concept (type of industrial, facilities, transportation etc.) Town
and Country planning/development authority classification
It is a mining industry in which open cast semi-mechanized mining method will be practiced. The
proposed rate of production of Building Limestone is from 3000 to 30000 TPA.
5.2 Population Projection
There will be recruitment of local workers (20). There will be no change in the population
projection of the most nearest & farther most villages of the project. There are a total of 3 villages
in the buffer zone of the study area are Bhavpara, Miyani and Gandvi . As per census of India
(2011) the total population Miyani is 3329 with 650 households. Total male & female population
is 1765 & 1597 respectively.
5.3 Land Use Planning (Break-up along with green belt etc.)
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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Particulars Present Position of
the Area in Hect.
Position at the End of
Plan Period
A. Mining Activity
i) Pits 0.0000 0.8540
ii) Dumps 0.0000 0.0000
iii) Road/Building 0.0050 0.0300
iv) infrastructure 0.0000 0.0800
B. Remaining virgin land 1.0532 0.0942
Total Area 1.0582 1.0582
5.4 Assessment of infrastructure demand (physical & social).
Modern health facilities and medical stores are around in nearby town, Miyani, and Porbandar.
5.5 Amenities/facilities
First AID-A first aid kit will be provided for giving first aid to the injured person.
6.0 Proposed infrastructure
6.1 Industrial area (processing area).
The area is very well connected by road network to the mines, district headquarter etc. The
road area is self-sufficient to cater the needs of the project. Hence, no infrastructure is
proposed.
6.2 Green belt.
Green belt will be developed along the periphery of mines and backfilled area. 150
numbers of Plants will be planted during mine life in consultation with local forest office and
CPCB guidelines.
6.3 Social infrastructure.
Education facilities: -for village school, distribution of books for children are proposed.
6.4 Connectivity (traffic and transportation road/ rail/ metro / water
ways etc.)
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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After driving 200m of kutcha road having width of 5 mt. then there is pucca road of 10 mt
width up to the Consumer’s sites. No railway, metro, water transportation is required.
6.5 Drinking water management (source & supply of water)
Tube well outside the lease area will provide the water for all the purposes.
6.7 Sewerage system
Domestic waste water will be directed to septic tank followed by soak which will be cleaned
time to time.
6.8 Industrial waste management.
As there is no industrial waste, hence not applicable
6.9 Solid waste management
Overburden is negligible and being stacked on the periphery of the boundary which will be
backfilled at the end of mine life. Plantation will be done on the backfilled area.
6.10 Power requirement & supply / source.
Power line of 11 kv is available in Miyani village from Gujarat electricity board.
7. Rehabilitation and resettlement (R&R) plan Policy to be adopted (central/state) in respect of the project affected persons including home
oustees, and oustees and landless laborer (a brief outline to be given).
Not applicable as there is no displacement or dislocation.
8. Project schedule & cost estimates Likely date of starts of construction and likely of completion (Time schedule for the
project to be given).
The project is scheduled to operate on grant of EC and Execution of the lease. Mine life about
30 years.
Cost of Project The approx cost of the proposed project will be 40 Lac. The details of the cost the project is given here under in Table:
Table : Cost of the Project Sr. No Details Amount in Rs. Lac
Applicant: Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra, Mineral: Building Limestone
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1. Land & Building 3
2. Plant & Machinery 37 Total 40
9. Analysis of proposal (final recommendations) Financial and social benefits with special emphasis on the benefit to the local people
including tribal population, if any, in the area.
The project will bring economic benefits to the state by the way of royalty for mineral and allied
taxes. The mining operations shall be providing employment to approximately 18 persons directly
in the excavation. Most of the local people are likely to be benefited. The project operation will
provide livelihood to the poorest section of the society. Mining is expected to have positive impact
on socio-economic life of people living in nearby villages.
For, Shri Kanabhai Nathabhai Odedra & Rajendra Gigaji Odedra,
(Signature of Applicant) Encl: ANNEXURE 1: LOI ORDER ANNEXURE 2: APPROVED MINING PLAN LETTER