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MININGPLAN WITH

PROGRESSIVEMINE CLOSURE PLAN OF

CHANDPURA QUARTZITE QUARRY LEASE AREA (Submitted Under Rule 3 L (1) & 3 H (2) of GMMC (Amendment) Rules 2015

FOR Mineral – Quartzite.

Quarry Area – 0.6812Hect., Survey No. 41P Village – Chandpura, Taluka - Waghodia, District – Vadodara (Gujarat)

Lease Period From 12.09.2008 to 11.09.2018 Period of Proposal: 2016-17 to 2020-21

LESSEE

Shri Nasir Khan Ali Mohmad Pathan Waghodia, Taluka Waghodia, District- Vadodara, (Gujarat)

Phone: 9879551044, Email:[email protected]

PREPARED BY Deepak Gaur

(RQP/AJM/356/2014/A) MINING 360 SERVICES

385, SECTOR-11, Hiran Magri, Udaipur-313001, Rajasthan

Mobile: - +91-7665727695 Email Id : [email protected]

mailto:[email protected]


Chandpura Quartzite Quarry Lease Area (00-68-12Hect) S. No. 41P of Village- Chandpura, Ta- Waghodia, Dist- Vadodara

Shri Nasir Khan Ali Mohmad Pathan

2 Project No.205

TABLE OF CONTENT OF TEXT

PARTICULARS Page No.

Introductory Notes 1

1.0 General 2

2.0 Location and accessibility 3

3.0 Details of approved Mining Plan/Scheme of Mining (if any) 5

Part-A

1.0 Geology and Exploration 6

2.0 Mining

A. Open Cast Mining 12

B. Underground Mining –Not applicable

3.0 Mine Drainage 20

4.0 Stacking of Mineral Reject /Sub Grade Material and

Disposal of Waste

21

5.0 Use of Mineral and Mineral Reject. 22

6.0 Processing of ROM and Mineral Reject 23

7.0 Other 24

8.0 Progressive Mine Closure Plan –Under Rule 3H of GMMC

(Amendment) rule 2015

25



3 Project No.205

LIST OF PLATES

Plate No. Title Scale

1A Location Plan 1:50,000

1B Key Plan 1:50,000

2A Surface Plan 1:1000

2B Surface Geological Plan and sections 1:1000

3 Proposed five year development plan 1:1000

4 Reclamation Plan 1:1000

5 Environment Plan 1:5000

6 Conceptual Plan 1:1000

7 Financial Assurance Plan 1:1000



4 Project No.205

. LIST OF ANNEXURES

Contents Annexure

No.

Copy of lease documents 1

Copy of RQP certificate 2

Photographs of the lease area 3

Copy of land document (Form 7/12) 4

Photo Identity card of lessee with permanent address proof 5A

Mineral analysis report by NABL Lab 6A

Water analysis report by NABL Lab 6B

Feasibility Report 7

Copy of EC certificate / Application 8

Copy of Bank Guarantee 9

DILR Map 10



5 Project No.205

INTRODUCTION

The Mining Plan of Chandpura Quartzite Quarry Lease Area (Survey No. 41P having

Quarry area 0.6812 hectare) has been prepared on the consent of Shri Nasir Khan

Ali Mohmad Pathan, At- Vaghodia, Taluka- Waghodia, District- Vadodara of Gujarat

State.

The Collector, Vadodara of Gujarat State granted mining lease for ten years in

favour of Shri Nasir Khan Ali Mohmad Pathan, At- Vaghodia, in Survey no. 41P ,

area 0.6812 hectare of village- Chandpura, Taluka- Waghodia, District- Vadodara or

Gujarat State for 10 years vide Collector order No.GV/QL/Quart/3189/Quart/7468-

7473 dated 25/07/2008(Annexure No.1A). The lease was executed on 12.09.2008.

The ten years were effective from 12.09.2008 to 11.09.2018.

The mining plan is prepared for the proper development safe and technical mining

and submitted under rule 3L (1) & 3H (2) of Gujarat Minor Mineral Concession (Amendment) Rules 2015 for the period from 2016-17 to 2020-21

The surface features, geological studies and experience of lessee is provided

sufficient data to prepare the mining plan of the quarry area.

The lessee has experience of Quartzite mining for past 10 years. The lessee is

capable to deploy Machinery and technical staff to develop the mine.



6 Project No.205

1.0 GENERAL: a) Name of Lessee: -

Shri Nasir Khan Ali Mohmad Pathan, Address: At- Vaghodia, Taluka- Waghodia, District- Vadodara, State- Gujarat, PIN Code- 390025 Mobile: 9879551044 Email: [email protected]

b)Status of Lessee

Private Individual Yes Co-operative Association N/A Private Company N/A Public limited Company N/A Public Sector Undertaking N/A Joint Sector Undertaking N/A Other (Please specify)

c) Mineral(s) which is included in the prospecting license (For Fresh grant): N/A

d) Mineral(s) which is/are included in the letter of Intent/lease deed-

Quartzite e) Mineral(s) which lessee intends to Mine:

Quartzite f) Name of Recognized Person under rule 22C of MCR, 1960 preparing MiningPlan

Deepak Gaur Address: MINING 360 SERVICES 385, SECTOR-11 Hiran Magri, Udaipur-313001 Mobile No.+91-7665727695 Email: [email protected] Registration No. (RQP/AJM/356/2014/A)





7 Project No.205

Date of Grant: 26/11/2014 Valid Up to: 25/11/2024 2.0 LOCATION AND ACCESSIBILITY

a) Quarry Lease Details (Existing Mine)

Name of Quarry Lease Chandpura Quartzite Quarry Lease Area, Survey no. 41P

Lat/long of any boundary point:

22°17'10.57"N, 73°28'16.9"E (Lease Pillar No. A)

Date of grant of lease: 25/07/2008

Period/Expiry Date Lease period 25/07/2008 to 24/07/2018 for 10 years

Name of Quarry leaseholder: Shri Nasir Khan Ali Mohmad Pathan

Postal Address : At- Waghodia, P.O. Waghodia, Taluka- Waghodia District- Vadodara, Gujarat

b) Details of Quarry lease area with location map

The Quarry lease area is around 1 km away from chandpur village which can be approached by kuchha road.

Table: 1.1 Details of lease area

Forest Non-forest

Forest (specify) Area (ha) NIL

(i) waste land, (ii) grazing land, (iii) Agriculture land,

(iv)others(specify)

0.6812 ha

-

-

-

Total lease area: 0.6812 ha District & State: Vadodara (Gujarat) Taluka Waghodia Village Chandpura Whether the area falls under Coastal Regulation Zone(CRZ)? If yes, details thereof: No



8 Project No.205

Existence of public road/railway line, etc:

Nearest Public road/ railway line Name Distance

(Km)

Public Road Waghodia to Bahadarpar part of ST 158

2.0km

Railway Line Bahadarpar to Dabhoi railway track part of western railway

18 km

The Quarry lease area is around 1 km away from chandpur village which can be approached by kuchha road. The area is marked on Toposheet maps showing lease area with Village, Road, Type of Land & Other lease area of same lessee within the 5 Km. radius (Plate No. 1B) Toposheet No. with latitude & longitude of all corner boundary point/pillar: Topo Sheet No: 46F/7 (New no. F43H7)

Table: 1.2 Coordinates of lease boundary pillars

Lease Boundary Pillar No.

Latitude Longitude

A 22°17'10.57"N 73°28'16.9"S B 22°17'12.12"N 73°28'16.49"S C 22°17'12.56"N 73°28'21.58"S D 22°17'11.1"N 73°28'21.94"S

Format of Lat& Long is; degree°minute′seconds″, seconds are in decimals.

c) General location map showing area and access routes have been attached:

Lease area with access route is marked on Survey of India topographical map at the scale of 1:50000, attached as Plate No. 1B



9 Project No.205

3.0 DETAILS OF APPROVED MINING PLAN / SCHEME OF MINING (if any)

3.1 Date and reference of earlier approved MP: Not applicable, as this is the first Mining Plan of the lease area as per the Amended GMMCR’2015.

3.2 Details of last modifications if any (for the previous approved period) of approved MP/SOM, indicating date of approval, reason for modification: Not applicable, as this is the first Mining Plan.

3.3 Give review of earlier approved proposal (if any) in respect of exploration, excavation, reclamation etc. Not applicable, as this is the first Mining Plan.

3.4 Give status of compliance of violations pointed out by IBM/ State Agency: Nil.

Sr no Date of inspection Violation letter date

Rule violated Compliance status

1 Nil Nil Nil Nil

3.5 Indicate and give details of any suspension /closure/ prohibitory order

issued by any Government agency under any rule or Court of law: Nil.

3.6 In case the MP/SOM is submitted under rules 9 and 10 of the MCDR’88 or

under rule 22(6) of the MCR’1960 for approval of modification, specify reason and justification for modification under these rules. : Not applicable, as this is the first Mining Plan.



10 Project No.205

PART-A 1.0 GEOLOGY AND EXPLORATION a.) Briefly describe the topography, drainage pattern, vegetation, climate, rainfall data of

the area applied/mining lease area.

Topography::The area exhibits undulating topography. The shape of the lease is irregular. The latitude and longitude of all the pillars are duly marked on the Surface plan and the list of the same is already mentioned in Section (b) on page 4. The elevation of the area varies between 76.5 to 86.5 m showing 10 m difference in relief. Drainage pattern:There is no prominent drainage pattern exists within the lease area. However, rain water flows along the natural slope within the lease area Vegetation: The area is scanty of vegetation with scattered bushes. No other prominent trees exist. Climate: Moderate climate prevails in this area with temperature variation between 38oC (Summer) to 12oC (Winter). Rainfall: The average rain fall ranging 600 to 800 mm per annum between June to September months.

b.) Regional Geology: - The Vadodara district can be divided in two main geomorphic units –the eastern hilly, medium to high relief terrain and the western plain area. The eastern portion of the district comprised the ChhotaUdepur, Jabugam and Nasvadi talukas. The hilly area has two types of topography. In the north there are irregular hills and ridges with intervening valleys forming a high relief whereas in the south the low flat topped hills of Deccan Quartzites along with rolling mounds give rise to a medium relief. The western plain has got a flat, low lying surface and a thick pile of alluvium. The Narmada and the Mahi are the chief rivers of the district. Besides these two rivers, the Jambuva, the Surva, the Vishvamitri and the Dhadhar flow through the district and empty into the Gulf of Cambay (Khambhat) Western portion of Vadodara district comprises of alluvium of recent origin, while in the eastern lithology consist part of granite, quartz pegmatite granitoid, gneiss, schist, dolomite, phyllite and sand stone. The general succession of rocks found in the district is given in Table. Table: General Succession of Vadodara District (Source: From GPCB Website)



11 Project No.205

The site/study area lies in the western plains. At the immediate site environs, the lithology is dominated by the Mahi flood plains & delta deposits of the Katpur Formation which are of Recent (Holocene) age.

Local Geology On the basis of the geological survey on checked by Geological Survey of India the geology of Vadodara district is described as below: The granite gneisses and an Aravali Metasedimentary rocks occupy a large part of the district in its Eastern portion. The Aravali rocks comprise an interrelated sequence of quartzite, Mica-sophists and phyllite with conglomerate at the base. Champaner rocks occupy a large area around the old town of Champaner. These rocks can be divided into two parts separated by an unconformity. The lower part is contributed by graphite sadists, dolomite limestone and phosphate phyllite whereas the upper part comprises magnetite quartzite, manganiteronsphyllite and cake granite



12 Project No.205

c) Detailed description of geology of the QL area and litho unit Soil Cover/ Alluvium The thin layer of alluvium covers part of the QL area. As it is hilly terrain and due to absence of top soil, the area can not be used as agricultural purpose. Quartzite In the major part of the area is exposed from the surface. It is brown to creamish in colour. Quartzite is extensively used as road metal, or for road constructions. Its use as in construction of dams, weirs, etc.

Litho units Depth Soil ( upper layer) 0.30m Quartzite (Below soil cover) Below soil cover to 58mRL, (Proved up to 64mRL, Probable

64 to 58mRL)

d) (i) Name of Prospecting/ Exploration agency:- Not Applicable

(ii) Address Nil (iii) E mail address Nil and phone no. Nil e) Details of prospecting/exploration already carried out:-

i) Number of pits and trenches indicating dimensions, spacing etc along and across the strike/ foliation with reference to geological plan. As there is an existing pit, thus a trial pit has done at the bottom of pit to ascertain the continuity of mineral deposit in vertical direction. The details of the trial pit are given below & also been marked on Geological Plan. (Refer Plate No. 2B).

ii) Number of boreholes indicating type (Core/RC/DTH), diameter, spacing, inclination, Collar level, depth etc with standard borehole logs duly marking on geological plan/sections. Nil.

iii) Details of samples analysis indicating type of sample (surface/sub-surface from pits/trenches/borehole etc) complete chemical analysis for entire strata for all radicals may be undertaken for selected samples from a NABL accredited Laboratory or Government laboratory or equivalent. :

SNo Year Prospecting Pit

No

Dimension (L X WX D) in meter

Formation Encountered

Remarks

1 2015-16 1 3 X 3 X 5 Quartize Located at the

pit bottom



13 Project No.205

No core drilling/ DTH drilling has been done inside the lease area. However, a sample from the lease area, has been analyzed for its chemical compositions and specific gravity of mineral from a NABL accredited laboratory.

Refer chemical analysis report as Annexure No 6A

iv) Expenditure incurred in various prospecting operations. Nil

‘f)The surface plan of the lease area has been prepared on a scale of 1: 500 Refer Plate No. 2A based on latest survey data.

g) The Surface Geological plan of the lease area has been prepared on a scale of 1:

500 Refer Plate No. 2B, based on latest survey data. h) The Geological sections prepared on a scale of 1:500 using the Geological plan

suitable interval across the lease area from boundary to boundary and lie perpendicular to the strike length of deposit. The sections also represent the Geological reserves as per UNFC classification, such as proved, probable & possible category. (Refer Plate No. 2B)

. i) Future program of Exploration: Nil. As quartzite is minor mineral type and it is well

exposed through the existing pit. Thus we do not propose any program of exploration.

j) Method of estimation of reserves: - The reserve is computed by Surface Area method and categorized as per UNFC Guidelines, the detailed reserve calculation is described in the next section. A Feasibility Report has been prepared showing the economic viability of the project is attached as Annexure No.7

k) Calculation of reserves: -

Based on available information and experience from the nearby workings of the quarry, it can be very well said that the complete quarry area can be considered as a mineralized area. Besides above following points have been considered for reserve calculation. (i) Average 17 m depth has been considered for proved category of Quartzite

reserve.



14 Project No.205

(ii) Average 6m depth below proved category has been considered for probable category of Quartzite reserve.

(iii) The Bulk density of Quartzite is considered as 2.65. (iv) Recovery of Quartzite is 95% of total in-situ rocks.

The total quarry area can be considered as mineralized area. On the basis of above parameters, the resources & reserves of quartzite are estimated by sectional area method. The reserve estimation is given in following tables. Geological Proved Reserved Section

Line Level Sectional area (in

m2)

Influence Length (in

m)

Total Volume (in

m3)

Bulk density (in tonne /m3)

ROM (in tonne)

A1A2 Upto 64mRL 855 45 38475 2.65 101960 B1B2 Upto 64mRL 605 50 30250 2.65 80160 C1C2 Upto 64mRL 632 50 31600 2.65 83740 265860

Geological Probable Reserved

Section Line Level Sectional area (in

m2)


m)

Total Volume (in

m3)


ROM (in tonne)

A1A2 64-58mRL 290 45 13050 2.65 34580 B1B2 64-58mRL 283 50 14150 2.65 37500 C1C2 64-58mRL 280 50 14000 2.65 37100 109180

Mineable Reserved (Proved UNFC 111) Section

Line Level Sectional area (in

m2)


m)

Total Volume (in

m3)


ROM (in tonne)

A1A2 Upto 64mRL 515 33 16995 2.65 45040 B1B2 Upto 64mRL 365.6 50 18280 2.65 48440 C1C2 Upto 64mRL 368 38 13984 2.65 37060

130540 Mineable Reserved (Probable UNFC 121)

Section Line Level Sectional area (in

m2)


m)

Total Volume (in

m3)


ROM (in tonne)

A1A2 64-58mRL 115 30 3450 2.65 9140 B1B2 64-58mRL 114 50 5700 2.65 15110 C1C2 64-58mRL 118 35 4130 2.65 10940 35190



15 Project No.205

Reserve Calculation for non-mineable reserve

Particulars Geological Reserve

Mineable Reserve

Non Mineable Reserve

Proved 252560 124000 128560 Probable 103720 33440 70280 Total 356280 157440 198840

l) Mineral Reserves/Resources: Mineral Resources: (Mineral resources may be estimated purely based on level of exploration, with reference to the threshold value of minerals declared by IBM) Level of Exploration Resources in million tons Grade G1 - Detailed exploration 0.1240 Construction grade G2 - General Exploration 0.03344 Construction grade G3 – Prospecting -- -- G4- Reconnaissance ----- ---

Table: Reserve as per UNFC Guidelines.

PARTICULARS UNFC Code Quantity in million tons Grade

A. Total Mineral Reserve Construction grade Proved Mineral Reserve 111 0.1240

Probable mineral Reserve 121 and 122 0.03344 B. Total Remaining Resources Feasibility mineral Resource 211 0.12856 Prefeasibility mineral resource 221 and 222 0.07028 Measured mineral resource 331 ----- Indicated mineral resource 332 ------- Inferred mineral resource 333 --- Reconnaissance mineral resource 334 ------- Total Reserves + Resources 0.35628



16 Project No.205

2.0 MINING

A. OPEN CAST MINING:

a) Briefly describe the existing as well as proposed method for excavation with all design parameters indicating on plans /sections.

Existing method of Mining: Benches of 6 m height, ramp gradient 1 in 16, drilling 30mm/102 mm dia hole, blasting and excavation by diesel operated hydraulic excavator into tipper trucks transportation of mineral from mine site to destination through tipper trucks. Bench slope angles maintained at 70 degree.

Salient description of proposed mining method This is a working mine, mining in the area is done by opencast method (Other than fully mechanized). The drilling and blasting method along with the rock breaker is being used to loosen the insitu rock. For the loading and transportation of ROM, the shovel-dumper mechanism is used due to its flexibility.

Bench Parameters –

Whole lease area after statutory barrier is used for excavation during proposed plan period. Quartzite is exposed already exposed in the lease area. Exposed mineral is excavated by the formation of five benches of 6m height. The width of bench shall be 6m. Mining is proposed by the deployment of hydraulic excavators and tractors and dumpers shall be used for haulage and transportation. Face advancement, soil dump and mineral reject dump is marked on reclamation plan.

The edge 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 face slope will be at 70 degree and overall bench slope will maintain at 45 degree. The activities involved in the mining are:

Excavation and loading of mineral: Excavation and loading of mineral will be proposed by deploying hydraulic excavator withdumpers/ trucks. System of Drilling and Blasting - The quartzite of the area is medium hard. Thus for proper rock fragmentation the system of drilling & blasting is adopted. The targeted production will be met by drilling & blasting of shallow depth holes which will be drilled by Wagon drill and explosive is ANFO with Nonel. The big boulders will be broken by rock breaker. The broad blasting parameters are given below:



17 Project No.205

Parameters Specifications

Burden 1.0m

Spacing 1.5m

Depth of hole 1.5m

Diameter of hole 32mm

Sp. Gravity 2.65

Hand drilled vertical blast holes of a maximum depth of 1 m, spacing of 1 m and burden of 1 m are used for the same. Thus, each hole accounts for about 1 m3 or 2.65 tonnes. Blasting will be carried out by certificate holder Blaster under supervision of a certificate holder Forman/manager. Storage, handling of Explosive - No storage of explosive is required as the blasting shall be carried out occasionally by the outside agencies, which are approved by regulatory authorities. Storage, handling of explosive & blasting is strictly carried out as per the guidelines of Explosive Act and provision of MMR 1961 and special permissions obtained from DGMS which also ensure safety of workers and material along with control of noise and ground vibration. Precautions to be observed during blasting: - Following precautions shall be observed during blasting- Only such persons should be appointed as shot firers, who have been valid

blaster certificate No person including shot firer shall take shelter within 300m of the quarry

openings Post guards with red flags around the site to prevent persons approaching

the danger area in adherently while the shots are being fired Blasting should not be carried out beyond day light hours Precaution shall be taken to reduce ground vibration like use of delay

detonators, optimization of the firing time by trials, proper blast design , lower charge per delay, direction of inclination, etc

shot shall be fired by electric detonators No shot hole shall be charged, before it is thoroughly cleaned Every shot – hole shall be stemmed with sufficient and suitable non –

inflammable stemming so as to prevent the shot the blowing out In charging or stemming a shot hole, no metallic tool, scraper or rod shall

be used No explosive shall be forcibly pressed into a hole of insufficient size No shot shall be fired except in a properly drilled, charged and stemmed

shot-hole



18 Project No.205

Extent of mechanization –Mechanized opencast mining method shall be carried out by deploying hydraulic excavator of 1.00 cubic meter bucket capacity and manual tools like crow-bar, pick-axe, spade etc. with adoption of drilling and blasting by compressed air drill machine (jack hammer, helcoetc).

Mining machineries – Following mining machineries will be deployed - A Drilling Machines – Jack hammers & drill machine for 30/102mm dia holes

B- Loading Equipment – Loading shall be carried by hydraulic excavator (bucket size one cum)

C Haulage and Transport Equipment o Haulage within the mine lease hold. – Truck / Dumper/ Tipper with in lease

area o Transport from mine head to the destination - By the hired trucks.

The list of mining machineries to be used in open cast mines is given below: Purpose Machine Specification No. of

Machines Drilling Drill Machine ( Wagon drill) 102 mm 01 Drilling Jack-Hammer 32 mm 2 Loading Hydraulic Excavator/JCB

/Backhoe 1.0 cum 2

Hauling Dumper/Tipper 20 T 5 Water Sprinkling Tanker 200 ltr 1 Others Rock Breaker 1

b) Indicate year-wise tentative Excavation in Cubic Meters indicating development, ROM, pit wise as in table below. I. Insitu Tentative Excavation (Quartzite)

Year Pit no. Total tentative Excavation (Cum)

Top Soil (Cu m)

OB/SB/IB (Cum)

ROM (Cu m)

ROM/ Waste Ratio Ore

(Cum)* Mineral reject (Cum)

1 2 3 4 5 6 7 9 I Year 1 7925 1100 Nil 7530 395 Nil II Year 1 7924 Nil Nil 7530 394 Nil III Year 1 9810 Nil Nil 9320 490 Nil IV Year 1 9810 Nil Nil 9320 490 Nil V Year 1 11319 Nil Nil 10750 569 Nil * Tentative tonnage of the ore may be arrived by computing approximate bulk density of 2.65 tonne per cum (Refer Chemical Analysis report).

II. Dump re-handling (for the purpose of recovery of mineral): NA

Estimated available material (Cum)



19 Project No.205

Dump identification/ no

Year-wise handling (Cum)

Estimated recovery of saleable material (Cum)

*

Reject (Cum)

NA NA NA NA NA NA NA NA NA NA NA NA

* Tentative tonnage of the saleable material may be arrived by computing approximate bulk density and recovery factor as these data are variable and may be established on time series.

c) Enclose development plans and sections showing pit layouts, dumps, stacks of mineral reject, if any, etc

Composite development plan and sections for proposed five year mining plan period (2016-17 to 2020-21) showing pit layouts attached as Plate No. 3.

d) Describe briefly giving salient features of the proposed method of working. Salient feature of proposed mining method Following design parameters are set for casting the mining proposal for ensuing five

years- Method of mining Opencast (Other than fully mechanized mine)

(With occasional adoption of drilling and blasting) Production Target The annual production target ofmineral quartzite is proposed as 21000

to 30000 tonne per year Bench Height and Width Height: 6m

Width : width of bench shall be 6m First bench - quartzite above 76mRL Second and third bench 76-70mRL and70-64mRL Drilling & Blasting occasional adoption of drilling and blasting pit slope The edge 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 face slope will be at 70 degree and overall bench slope will maintain at 45 degree.

Excavation and loading Hydraulic excavator - 1.0 cum bucket capacity Transportation within mine Dumpers / Trucks Transportation outside mine Buyers Trucks/Dumpers

UTILITIES AND SITE SERVICES A small office cum store is proposed at mine site. A first aid box with necessary

medical facility will be available and maintained at the mine office. Maintenance of all the machineries proposed to use at applied area will be done

at nearest service center.



20 Project No.205

Power supply: The mine will work in one shift only in day time, so no electric power supply is required.

Water supply: there is no source of drinking water within the applied area. Drinking water & water for other purpose is brought from tube well situated outside applied area. Drinking water stored in clean covered earthen pots and kept near working faces

Latrine and Urinal: latrine and urinal will be provided separately for male and female worker as per rule.

First-Aid Room: A first-aid room with all necessary medical facilities will be provided as per mines act and mines rules.

e) Describe briefly the layout of mine workings, pit road layout, the layout of faces and sites for disposal of overburden/waste along with ground preparation prior to disposal of waste, reject etc. A reference to the plans and sections may be given. UPL or ultimate size of the pit is to be shown for identification of the suitable dumping site.

Layout of Mine working - Mining is proposed by open cast method (OTFM) With occasional adoption of drilling and blastingMining is proposed from surface to 64mRL. The bottom of pit at the end of mining plan period will be 64mRL. Mining will be proposed by formation of three benches, Height and width of the benches will be 6m and 6m respectively. The edge 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 face slope will be at 70 degree and overall bench slope will maintain at 45 degree. Proposed development working mark on plate 3

Proposed Development- First Year - During the first year of mining the lessee will excavate one bench of mineral shall be prepared (RL 76ABOVE ) shall be advance in the north direction. About 21000 tonne of Mineral shall be excavated. This will include 19950 tonne of recoverable mineral Quartzite& 395 tonne mineral reject.

Table No.4a: Bench wise ROM excavation for mineral At

Section Bench at R.L.

Area (m2)

Depth (m)

Total excavation

in m3

Sp. Gr.

tonne/ m3

Mineral ROM tonne

Mineral Rec. 95% tonne

Mineral Reject

5% (cum)

BB'CC'XX' 76ABOVE 2331 3.4 7925 2.65 21000 19950 395TOTAL 21000 19950 395



21 Project No.205

Second Year - During the second year of mining the lessee will excavate one bench of mineral shall be prepared (RL 76ABOVE) shall be advance in the north direction. About 21000 tonne of Mineral shall be excavated. This will include 19950 tonne of recoverable mineral Quartzite & 395 tonne mineral reject.

Table No.4b: Bench wise ROM excavation for mineral At


Area (m2)

Depth (m)

Total excavation

in m3

Sp. Gr.

tonne/ m3

Mineral ROM tonne


Mineral Reject

5% (cum)

AA'XX' 76ABOVE 1801 4.4 7924 2.65 21000 19950 394 TOTAL 21000 19950 394

Third Year -During the third year of mining the lessee will excavate two benches of mineral shall be prepared (RL 76-70) shall be advance in the north direction. About 26000 tonne of Mineral shall be excavated. This will include 24700 tonne of recoverable mineral Quartzite & 490 tonne mineral reject.

Table No.4c: Bench wise ROM excavation for mineral At


Area (m2)

Depth (m)

Total excavation

in m3

Sp. Gr.

tonne/ m3

Mineral ROM tonne


Mineral Reject

5% (cum)

CC'XX' 76-70 1635 6 9810 2.65 26000 24700 490TOTAL 26000 24700 490

Fourth Year -During the fourth year of mining the lessee will excavate one bench of mineral shall be prepared (RL 76-70) shall be advance in the north direction. About 26000 tonne of Mineral shall be excavated. This will include 24700 tonne of recoverable mineral Quartzite & 490 tonne mineral reject.

Table No.4d: Bench wise ROM excavation for mineral At


Area (m2)

Depth (m)

Total excavation

in m3

Sp. Gr.

tonne/m3

Mineral ROM tonne


Mineral Reject

5% (cum)

AA'BB'XX' 76-70 1635 6 9810 2.65 26000 24700 490 TOTAL 26000 24700 490

Fifth Year-During the fifth year of mining the lessee will excavate three benches of mineral shall be prepared (RL 70-64) shall be advance in the north direction. About 30000 tonne of Mineral shall be excavated. This will include 28490 tonne of recoverable mineral Quartzite & 569 tonne mineral reject.



22 Project No.205

Table No.4e: Bench wise ROM excavation for mineral At


Area (m2)

Depth (m)

Total excavation

in m3

Sp. Gr.

tonne/m3

Mineral ROM tonne


Mineral Reject

5% (cum)

AA'BB'CC'XX' 70-64 1887 6 11319 2.65 30000 28490 569TOTAL 30000 28490 569

Table No.5: Year wise production of minerals

year ROM excavated

Recoverable Mineral

ROM Mineral

Recoverable Mineral

Mineral Reject

m3 m3 (tonne) (tonne) m3

First year 7925 7530 21000 19950 395 Second year 7924 7530 21000 19950 394 Third year 9810 9320 26000 24700 490 Fourth year 9810 9320 26000 24700 490

Fifth year 11319 10750 30000 28490 569

Total 46789 44450 124000 117790 2339

f) Conceptual Mine planning upto the end of lease period taking into consideration the present available reserves and resources describing the excavation, recovery of ROM, Disposal of waste, backfilling of voids, reclamation and rehabilitation showing on a plan with few relevant sections.

Life of the mine based on present mineable reserves, Proposed production during five year plan period and proposed rate of production after five year plan period is given in following table.

Total mineable reserve (tonne) before mining plan 157440 Proposed 5 yr production from 2016-17 to 2020-21 124000 Reserve at the end of five year plan period 33440 Rate of production (MTPA) 33400 Anticipated life of mine (Years) 6 yr

Above table indicate present total mineable reserves are sufficient for 6.0 years for proposed rate of production. The conceptual mining is prepared upto the life of the mine. The proposed five years (first year to fifth year) period detail programme is a part of the conceptual overall mining plan.

Timeframe work for the completion of exploration – Exploration is not proposed in this mining plan.

‘Ultimate shape and size of the pit – The working of the deposit will be mainly guided by the details of existing exploration programme. Ultimate pit shall be regular polygon , the boundary of which shall be parallel to statutory barrier zone. At the end of lease period, the



23 Project No.205

area covered under ultimate pit limit will be 0.6812 hectare with maximum excavation up to 58mRL.

Area under ultimate waste/soil dumping – The mineral reject generated during proposed mining plan period will be utilized for reclamation purpose. The area under ultimate reclamation shall be 0.05 hectare.

Area under ultimate sub-grade stacking – No sub grade will be generate.

Ultimate plantation – Each year plantation at the rate of 10 saplings per annum is to be undertaken. It is anticipated that at the end of 2025 AD around 60 grown trees shall cover the surface area of about 0.0600 hectare. Afforestation work shall be taken under 7.50m statutory boundary barrier.Schedule of plantation for the next five years Is as follows.

YEAR PARTICULARS

First Year

second Year

Third Year

Fourth Year

Fourth Year

Total

(a) Number of saplings to be planted 10 10 10 10 10 50 (b) Name of Species Gulmohar , Neem etc. (c) Area to be covered in m2 100 100 100 100 100 100 (d) Survival rate % 70 70 70 70 70 70

Post mining land use – The mined out area shall be utilized for plantation and agriculture after proper reclamation.

Safety provisions – It is proposed to make the side of working pit safe by wire fencing.

B. UNDERGROUND MINING – Not Applicable



24 Project No.205

3.0 MINE DRAINAGE

a) Minimum and maximum depth of water table based on observations from nearby wells and water bodies

Minimum and maximum depth of water table based on observations from nearby wells and water bodies is 35m and 40m respectively Indicate maximum and minimum depth of Workings. The maximum and minimum depth of the proposed working will be 26m & 6m respectively

b) Quantity and quality of water likely to be encountered, the pumping arrangements and places where the mine water is finally proposed to be discharged Surface water body is absent in the lease area. Ground water level is also not likely to be touched due to mining. But the accumulation of rain water in the mined out voids is not ruled out. Proposal for pumping water from quarry floor- The quarry floor gets logged with rain water. The accumulated rain water slowly percolates downward and part of it gets evaporated. Mining will resume only in the month of October. There is no proposal for pumping water from the quarry bottom. Natural regression has been considered enough to resume mining by the month of October. Garland drains are excavated around pits to prevent the water entering into the pit. The quartzite is inherently inert mineral and there is no discharge of water or any other effluent from this mine and also no generation of any toxic or hazardous substance which may affect the quality of water in buffer zone of lease area. Therefore, proposed mining shall not cause any detrimental impact on water quality.

c) Describe regional and local drainage pattern. Also indicate annual rain fall, catchments area, and likely quantity of rain water to flow through the lease area, arrangement for arresting solid wash off etc. The regional drainage show radial pattern Draining of water may not be much problem in this area as annual rain fall is only about 600 mm to 800mm. Further it is observed that due to porous nature of the exposed formation the rain water gets percolated quickly by ground seepage. The rain water dries up quickly whenever there is substantial rain fall. During the past years no significant accumulation of water has been observed in the small working pits of earlier quarrying operation of the area. To control the erosion and sedimentation of seasonal nallas, garland drains will be formed all along the ultimate pit limit. These drains will be connected to the seasonal nallas after desiltation at the sump proposed at the mine boundary.



25 Project No.205

4.0 STACKING OF MINERAL REJECT/ SUB-GRADE MATERIAL AND DUMPING OF WASTE-

a) Indicate briefly the nature and quantity of top soil, overburden / waste and Mineral Reject to be disposed off. The waste overburden in the area is only intermixed soil. The total waste rock to be handled in five years is as follows.

Table 6.0: Waste generation Year Top Soil (cum) Mineral Rejects (cum)

Reuse/

Spreading Storage Backfilling Storage* Blending Beneficiation

First year Nil Nil Nil 395 Nil Nil Second year Nil Nil Nil 394 Nil Nil Third year Nil Nil Nil 490 Nil Nil Fourth year Nil Nil Nil 490 Nil Nil Fifth year Nil Nil Nil 569 Nil Nil

Total Nil Nil Nil 2339 Nil Nil *The Mineral Reject will be temporarily stored inside the lease area before using in as a backfilled material.

b) The proposed dumping ground within the lease area: The waste material generated during the Quartzite mining (5% of ROM) will be dumped at location shown on plate No. 4

‘c) Attach a note indicating the manner of disposal of waste, configuration and sequence of year wise buildup of dumps along with the proposals for protective measures. The following table shows the quantity of year-wise waste/OB material which will be dumped on the dumping site shown on Reclamation Plan (Plate No. 4)

Nature of Waste IYr II Yr III Yr IV Yr V Yr Total Insitu Volume (in m3) A. Soil 0 0 0 0 0 0 B. Mineral reject 395 394 490 490 569 2339

During proposed mining soil not generate. It is proposed to stack the mineral rejects produced from this mine temporarily at the sites shown in the plate 4. Once the mineral is excavated up to the ultimate pit level then it will be used to backfill the pit upto a certain level.



26 Project No.205

5.0 USE OF MINERAL AND MINERAL REJECT

a) Requirement of end-use industry: The mined out mineral from the Quarry Lease shall be used for preparation of road and other construction works. Quartzite is extensively used as road metal, or for road constructions. Its use as building stone is occasional, in construction of dams, weirs, etc. however this is also used. Specific gravity of quartzite is 2.65 cum/ tonne. Chemical analysis of quartzite of lease area is as follows. Report of analysis and specific gravity is enclosed as annexure 6A.

Content Content in % Content Content in % LOI 0.18 Al2O3 1.32 SiO2 94.42 CaO 0.61

Fe2O3 2.71 MgO 0.10 b) Give brief requirement of intermediate industries involved in upgradation of mineral

before its end-use. No changes are proposed in the use of mineral. Mineral excavated at this mine is sent to quarry/ crushing plant and after sizing/crushing it is further supplied to the end user. However, there are different uses of mineral depending on its physical size. Following are commonly classified end use product of quartzite Mineral:

c) Give detail requirements for other industries, captive consumption, export,

associated industrial use etc. Not applicable as due to economic viability, the mineral is transported to nearby road/civil projects.

d) Indicate precise physical and chemical specification stipulated by buyers There is no individual precise chemical specification stipulated by buyers. The entire

ROM of mine is saleable. Only size is governing factor for its consuming industry. Followings are the physical specifications stipulated by buyers:

Table: Various size of End use of Product Commercial Name Size Range Rubble >10” Metal (Hath Foad) 60-90mm

e) Give details of processes adopted to upgrade the ROM to suit the user requirements. Not Applicable, as only the size of ROM is governing factor for user industry. The entire ROM is being sold to the nearby quarry crushers for crushing.



27 Project No.205

6.0 PROCESSING OF ROM AND MINERAL REJECT a) If processing / beneficiation of the ROM or Mineral Reject is planned to be conducted, briefly describe nature of processing / beneficiation. This may indicate size and grade of feed material and concentrate (finished marketable product), recovery etc.

The minerals produced from the mines need only specific sorting & grading for Size, Grade & Recovery factor. No mineral beneficiation processing will be required at mines for mineral. Impurities will be removed simply by hand picking. Besides this no other processing or beneficiation is required on proposed at the mine site

b) Give a material balance chart with a flow sheet or schematic diagram of the processing procedure indicating feed, product, recovery, and its grade at each stage of processing. Not applicable c) Explain the disposal method for tailings or reject from the processing plant. Not Applicable d) Quantity and quality of tailings /reject proposed to be disposed, size and capacity of tailing pond, toxic effect of such tailings, if any, with process adopted to neutralize any such effect before their disposal and dealing of excess water from the tailings dam. Not Applicable e) Specify quantity and type of chemicals if any to be used in the processing plant. No f) Specify quantity and type of chemicals to be stored on site / plant. No processing / beneficiation is proposed.

g) Indicate quantity (cum per day) of water required for mining and processing and sources of supply of water, disposal of water and extent of recycling. Water balance chart may be given. No water shall be required for processing. Water shall be required in mining to cater for drinking purposes, dust suppressing at faces and on haul roads, and plantation. Total water requirement in the mine will be about 3.0-4.0KLD for drinking, spraying and plantation.



28 Project No.205

7.0 OTHER

Describe briefly the following: a) Site Services The Electric Power line does not exist in the Quarry lease area. The nearby villages are electrified.

Rest Shelter: Rest shelter along with first-aid station complying with all the provisions of Mines Rules is constructed in the lease area itself.

Blasting Shelter: A portable blasting shelter is provided. Water Supply: There is a deep tube well near mines office from which water will be

supplied for drinking and toilet purpose as well as for dust suppression measures. Power Supply: The mine will work in one shift (i.e. general shift) only, so no lighting

arrangement will be required. At present there is no electric supply. Workshop & stores: These are situated with our central mines office at Gugalpur

and will be serving to the machineries deployed at this mine.

All other facility like regular medical check-ups and other benefits to be provided to the mine workers regarding their health as per Mines Act 1952

b) EMPLOYMENT POTENTIAL The mine owner shall employ Mine official (Mines Manager, Forman) in accordance with the provision of the MMR 1961 & Mining engineer as per rule 3Q of GMMC (Amendment) rules 2015. The workers to be employed shall be semi-skilled and unskilled. Most of them will come from the nearby villages. With the increase in the production additional man power shall be required. The mechanized mining the organizational set up proposed is given below: -

Highly Skilled : 5 Skilled : 15 Semi-Skilled : 2

Un-Skilled : 10

The Statutory persons such as Geologist / Mining engineer as a part time will be employed by the lessee as per rule 3Q of GMMC (Amendment) rules 2015.



29 Project No.205

8.0 PROGRESSIVE MINE CLOSURE PLAN (UNDER RULE 3H OF GMMC

(AMENDMENT) RULE 2015) 8.1 Environment Base line information:

I. Existing Land Use Pattern:

The lease area is a government waste Land and part of Survey No. 41P, which falls under the revenue limit of Chandpur village. (Refer plate no. 2A).

The highest elevation of 86.5 mRL and lowest elevation being 76.5 mRL. No prominent drainage pattern exists within the lease area, water follows the slope and are generally flowing towards low lying fields which carry water only during rainy season, otherwise remain dry for most of the year.

There is no reserves forest or protected forest land within the lease area as well as in buffer zone of the lease area. There is no village or hutments within the lease area. Existing land use pattern is given as below:

TABLE – 8.1

Particulars Present Position of the Area in Hect.

A. Mining Activity i) Pits 0.6812 ii) Dumps 0

iii) Road/Building 0.00 iv) Plantation 0 B. Remaining virgin land 0.00 Total Area 0.6812

I. Water Regime:

The general slope of this lease area is NE to SW. No prominent water course or nallah is there. During rainy season of the surface run-off flows towards the NW & SW direction as shown on the Surface plan (refer Plate No. 2A).

II. Quality of Water, Air and Ambient Noise Level

The entire lease area is very calm and quiet and free for air noise and water pollution. The quality of air, water & ambient noise level appears to be within permissible limits (no survey has been conducted for the preparation of mining plan of small area). The source of pollution as regard air, noise area the surrounding small mine which contribute mainly for the pollution.



30 Project No.205

III. Flora and Fauna:

The area is scanty of vegetation with scattered babul and thor bushes. No other prominent trees except thorny are there in the lease area.

IV. Climatic Condition

The climate is moderate and temperature ranges from 38°C during summer to about 12°C during winter. The average annual rainfall is 600 to 800mm 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%.

V. Human Settlement

There is no village and hutments within the lease. Farming is the main job of the people of Gugalpur and nearby villages. Basically 80% of the population are of farmers. Either they are having their own land for farming. Backward people like Koli, Harijans of this village are working as labors in agricultural farms or in surrounding mines.Human settlement within a radius of 5 km. of area, are as follows:

TABLE- 8.2 Name of Village Population* Chandpur 378 Gugalpur 448 Ambali 934 Dankheda 794 Saidal 1792 Khervadi 1207 Tarsva 1537

*Source: Census 2011, Govt of India

VI. Public Building Place of Worship and Monuments

There is no public building or place of worship or monument nearby, which could be affected by mining activities.

VII. Wildlife Sanctuary

There is no National park, Wildlife sanctuary, biosphere reserves within 10 km radius.



31 Project No.205

8.2 Environment Impact Assessment:

(i) Land area usage:

At the end of 2020-21, the damage to the landscape in the form of pit & road, about 0.54hect will be degraded. As the deposit is almost flat bedded type.

The area influence of mining at the end of 2020-21 is given below:

TABLE – 8.3

Particulars Present Position

of the Area in Hect.

Position at the End of Plan Period

A. Mining Activity i) Pits 0.6812 0.6812 ii) Dumps 0 0

iii) Road/Building 0.00 0.00 iv) Plantation 0 0 B. Remaining virgin land 0.00 0.00 Total Area 0.6812 0.6812

(ii) Air Quality:

Dust will be generated from drilling, blasting, transportation and sizing, which will be minimized by taken preventive measures such as wet drilling, water sprinkling, and provision of dust mask providing to workers.

(iii) Water Quality:

The area is sloppy and during rainy season generally rain water flows in slope (NE to SW direction). The mine floor is kept slightly sloppy for natural drainage of water.

The deposit does not contain any harmful contents such as sulfur, potash etc, so it is not going to affect the quality of water in surrounding area.

The deposit in this lease is elevated from ground level and after complete extraction of mineral there will no deep pits so accumulation of water in pit is not a concern.

(iv) Noise Levels

Noise pollution due to operation of drilling, blasting and occasional plying trucks will not cause any problem to the inhabitants of this area because



32 Project No.205

there is no human settlement in the close proximity to the lease area. The nearest village is far away to be affected by noise pollution.

During blasting, all the necessary measures will be taken for minimizing noise like adopting controlled blasting measures.

(v) Vibration Levels (Due to Blasting)

During blasting, all the necessary measures will be taken for minimizing noise and vibration, like optimum charge per delay, various controlled blasting techniques etc. However there will be little impact in and around 500 mts of this area.

(vi) Water Regime

Surface water: There is no surface water accumulation within the area of mining, and hence there will not be any impact on surface water.

Ground Water: The mining excavation will not go deeper down the ground level, because limestone deposit is an elevated one, above the ground level, excavation of which will never touch the ground water table. Hence no question of ground water pollution arises.

(vii) Acid Mine Drainage

The deposit does not contain any harmful contents such as sulfur, potash etc, so it is not going to affect the quality of water in surrounding area. Also no dumps are to be maintained lease area to cause any AMD issue.

(viii) Surface Subsidence

The mined out pit will not be deep down in the ground so no risk of Surface subsidence involves with this project.

(ix) Socio Economics

Mining in this lease will give more job opportunity directly and indirectly to the local people. This will reduce in the migration of jobless labourers from native places to other distant places.

The project will not generate hazardous dust and also human settlement is about 1.5 kms away from mining area. Thus mining will not have any impact on the village human settlement.

(x) Historical Monuments

There is no monuments related to historical importance found in the area.



33 Project No.205

8.3 Progressive reclamation Plan :

To mitigate the impacts and ameliorate the condition, describe year wise steps proposed for phased restoration, reclamation of lands already/to be degraded in respect of following items separately for 5 years period.

8.3.1 Mined-Out Land: The proposal for reclamation or rehabilitation of mined - out land with manner in which the actual site of the pit will be restored for future use will be given in next progressive/Final closure plan. However wire fencing will be made along mined out area for safety purpose and also plantation will be done in the safety barrier zone (SBZ) as a part of progressive mine closure plan. The proposed reclamation activities during planning period are shown on “Reclamation Plan” attached as Plate No. 4

TABLE – 8.4 (Year-wise Proposal for Plantation & Fencing) Year Area (sqm) No. of Trees Fencing (m)

2016-17 100 10 25 2017-18 100 10 25 2018-19 100 10 25 2019-20 100 10 25 2020-21 100 10 25

8.3.2 Topsoil Management: Top soil not excavated during proposed mining plan period. 8.3.3 Tailings Dam Management: There is no proposal of beneficiation for processing of mineral as it is used directly in ROM form, so no affluent will be generated. 8.3.4 Acid mine drainage, if any and its mitigative measures. The deposit does not contain any harmful chemicals and beneficiation will not be done in the lease area so it does not applicable 8.3.5 Surface subsidence mitigation measures: The deposit is not deep down in the ground and the mining method is open cast working so Surface subsidence hazard will not occur due to mining activity. The information on protective measures for reclamation and rehabilitation works year wise may be provided as per the following table.



34 Project No.205

Summary of Year-wise Proposal for 1st Year for Item No. 8.3

Items Details Proposed Actual RemarksDump management

Area afforested (ha) - - - No of saplings planted Cumulative no of plants Cost including watch and care during the year

Management of worked out benches

Area available for rehabilitation (ha) - - - Afforestation done(ha) No of saplings planted in the year Cumulative no of plants Any other method of rehabilitation (specify)

Cost including watch and care during the year

Reclamation and Rehabilitation by backfilling

Void available for Backfilling (L x B x D) pit wise /stope wise

- - -

Void filled by waste /tailings - - - Afforestation on the backfilled area - - - Rehabilitation by making water reservoir Any other means (specify)

Rehabilitation of waste land within lease

Area available (ha) –Green belt 0.05 Area rehabilitated - Method of rehabilitation

Wire Fencing (m) 25 5000/-

Plantation (No. of saplings)

10 2000/-

Post plantation care

5000/-

Environmental Monitoring

I) Ambient Air Quality 1

40000/

II) Water Quality 1

III) Noise level survey 1

IV) Ground Vibration study 1

V) Others (Please specify)

Total Expenditure (Rs.)

52000/-



35 Project No.205

Summary of Year-wise Proposal for 2nd Year for Item No. 8.3








- - -






10 2000/-


5000/-



40000/

II) Water Quality 1





52000/-



36 Project No.205

Summary of Year-wise Proposal for 3rd Year for Item No. 8.3








- - -






10 2000/-


5000/-



40000/

II) Water Quality 1





52000/-



37 Project No.205

Summary of Year-wise Proposal for 4thYear for Item No. 8.3

Items Details Proposed Actual Remarks

(Rs) Dump management







- - -






10 2000/-


5000/-



40000/

II) Water Quality 1





52000/-



38 Project No.205

Summary of Year-wise Proposal for 5thYear for Item No. 8.3

Items Details Proposed Actual Remarks

(Rs) Dump management







- - -






10 2000/-


5000/-



40000/

II) Water Quality 1





52000/-



39 Project No.205

8.4 Disaster Management and Risk Assessment: Activities will not involve high risk accident like landslides, subsidence, flood, fire, seismic activities, tailing dam failure etc. Emergency plan is proposed for quick evacuation which is displayed at the mine office. However, during heavy rain mining activities will remain halted. The mining area is free from any activity as since long time no any flood, landslides was reported in the region.

8.5 Care and maintenance during temporary discontinuance:

No major care and maintenance will be required for small mining activities during temporary discontinuance, however working pit will be fenced properly and also depute one security guard for watch the area and look after plantation.

8.6 Financial Assurance:

The financial assurance can be submitted in any en-cashable form as stated in Rule 3K (2) of GMMC (Amendment) , Rules 2015 for five year period expiring at the end of validity of the document.The amount calculated for the purpose of Financial Assurance is also on the basis of Rule 3K (1) of GMMC (Amendment) , Rules 2015

Table indicating the break-up of areas in the Mining Lease for calculationof Financial Assurance

Sl. No.

Head Area put on use at start of Mining plan (ha)

Additional requirement during Plan

period (ha)

Total Area

(ha)

Area considered as fully

reclaimed & rehabilitated

(ha)

Net area considered for

calculation (ha)

1. Area under mining 0.6812 0.00 0.6812 0 0.6812 2. Storage for top soil 0 0 0 0 0 3. Waste dump site 0 0.00 0.00 0 0.00 4. Mineral storage 0 0 0 0 0 5. Infrastructure – 0 0 0 0 0

6. Roads 0.00 0.00 0.00 0 0.00 7. Railways 0 0 0 0 0 8. Tailing pond 0 0 0 0 0 9. Effluent Treatment Plant 0 0 0 0 0

10. Mineral Separation Plant 0 0 0 0 0 11. Township area 0 0 0 0 0 12. Others (to specify) 0 0 0 0 0

Grand Total 0.6812 0.00 0.6812 0 0.6812



40 Project No.205

Calculation for financial assurance: The total area put in use during proposed five year = 0.6812 hectare

As per Rule 3K of GMMC (Amendment) rule 2015, rate of financial assurance is Rs 50000/- per hectare for lease area is in use

Rate– Rs. 50,000 per hectare, (minimum Rs. one lakh) Total amount of financial assurance = 0.6812 x 50000 = Rs. 34060/-

The Bank Guarantee of minimum amount i.e. Rs. 100000/- will be submitted to the

Commissioner of Mines& Geology, Gandhinagar having validity till 31st March 2021.

Date:- Place: -Udaipur

Deepak Gaur RQP. NO. RQP/AJM/356/2014-A

Valid up to 25.11.2024

Date post:	16-Mar-2020
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