P.P.MISHRA
ASTT. GEOLOGIST
GOVT. OF MADHYA PRADESH
Mineral Resources Department
REPORT ON
PROSPECTING OF LIMESTONE
PONDI KALAN BLOCK
TEHSIL - AMARPATAN DISTT. SATNA
BY
CHECKED BY
Mr. S.M. Pandey (Regional Head, Rewa)
Directorate of Geology and Mining M.P.
Regional Office Rewa
F.S. 2011-2012
CONTENTS
Acknowledgement
Preface
Abstract
1. Introduction 01-04
1.1 Location and communication
1.2 Topography
1.3 Fauna and flora
1.4 Climate
1.5 Inhabitants
2. Previous Work 05-05
3. Present Work 06-06
4. Geology 07-11
4.1 Reconnaissance Survey
4.2 Regional Geology
4.3 Characteristics of Rock/Lithology
4.4 Local Geology
4.4.1 Survey
4.4.2 Geological Mapping
4.4.3 Description of Rock
5. Prospecting Work 12-14
5.1 Technique of Prospecting
5.2 Drilling Work
5.3 Sampling
5.4 Analysis of Lime Stone Sample
5.5 Salient Features of Lime Stone
6. Reserves 15-23
6.1 Block Demarcation Pondikalan
6.2 Block Limits
6.3 Table Showing the Quality
Thickness and Tonnage per Bore Hole
6.4 Calculation of Reserves
As per run/As per core
6.5 Gross Net Reserves
6.6 Opinion and Recommendations
6.7 Tables Showing Lithologs along with Chemical
Analysis
Plates
1. Location Map of Deposits (Not to the scale)
2. Reco Map SOI Toposheet No. 63-H/3, 1:50,000
3. Detailed Geological Mapping
4. Cadastral Map 1:4,000 Showing grid, Bore Holes
5. Contour Map on 1:4,000
6. Grid and borehole map showing available,
Restricted & Reserve area (1:4000)
7. Graphic Litholog of Pondikalan block (1:200)
Abstract
Minerals form the core of industrial development and therefore, they
are the essential raw material for basic industries like power generation,
steel, Cement, fertilizers, refactories etc. Industrialization & mineral demand
area activities which reinforce each other. Expansion of domestic. Market of
minerals requires to grow secondary industry. A well integrated programme
of economic development, therefore, involves the expanded use of mineral
resources in the local industry. Few activities surpass mining as a key to
economic development and a quite apart from benefits derived from end
product use.
The Directorate of Geology & Mining Regional Office Rewa is
engaged in various geological investigation and this present task is given for
sorting out a potential block of Limestone which tunes to cement grade
limestone in all grade lime stone deposits. This report incorporated the
details of the area which is part of strip which is running all along the river
Bihar and is about 10 km in length and is a part of Survey of India Topo
sheet 63 H/3, 1:50,000.
The prospecting work was started in year 2011-12 taking an area of
2.78 Sq kms. The limestone belongs to Vindhyan Super Group and Bhander
Series, and is called geologically as Nagod limestone. The limestone is
exposed and outcropping near Northern side of river bank. Hence the
prospecting by deploying drill rigs, the bore holes has been put on Northern
side of river up to a distance of a Kilometer in north-south direction. During
the prospecting from dated 03.12.2011 to 18.04.2012 and 01.04.2016 to
30.05.2016 total 45 bore holes is being drilled achieving 1341.20 meter
core drilling, simultaneously carried out logging and sampling of the core.
The lime stone thickness encountered in bore holes varies from 1 mts to
19.45 mts. Total 367 nos. sample sent to lab for analysis and after receiving
analysis result it is being interpreted that limestone have weighted CaO-
45.77% and average CaO-44.89%, MgO-2.26%, SiO2-10.59%, Al2O3
2.35%, Fe2O3-1.15%, LOI 38.09
The reserve calculation of 332 (UNFC) category is being done which
envisage a reserve of 14.58 MT as per run and 11.09 MT as per core.
Preface
The well known Bhander limestone strip runs from Rewa to further
east in Satna Panna and up to Damoh district of M.P.
This strip can be called as "boon", where the Limestone is fetching
chest of government in form of Mineral revenue "as state exchequer" as well
as it is giving two Squire Meals to thousand and thousand people of the area.
It is well evident that number of lime burning units was established in
late 18th century and the Lime was sent not only in India but to the various
part of world.
Geological studies is being done by various agencies in early 19th
century and there after from this strip which runs from Rewa and leads up to
Damoh a number of suitable area were sort out for installation of cement
units. Till date, following cement unit is being commissioned at different
places of Vindhya Pradesh.
1. J.P. Associates Rewa M.P.
2. J.P. Bela Rewa M.P.
3. Prism Cement 2 unit Satna M.P.
4. Satna Cement Satna M.P.
5. Maihar Cement Maihar M.P.
6. KJS Cement maihar M.P.
7. J.P. Babupur Cemant Satna M.P.
8. J.P. Sidhi Cement Sidhi M.P.
9. Reliance Cementation Maihar M.P.
A number of PLs were being granted to different houses for doing
further studies where they may sort out suitable area of cement grade
Limestone.
In this Jam pack situation, where a number of houses are doing
investigation for getting an area suitable for installation of plant, the
Directorate of Geology & Mining M.P. Mineral Resources Department is
also engaged in probing an area where a major cement unit can be set up.
This Regional office of MRD has done some serious efforts and
endeavors from 2005 onwards. It becomes more imperative after 2007
summit held at Indore, Khajuraho and Jabalpur etc. to demarcate and
delineate a good potential of Limestone. The M.P. Government is signing
MOU's with different houses for setting up industries in State specially in
Vindhya region as this province is most promising for installation of hydro
electrical projects, Food, Agriculture tourism as well as on Mineral based
industries i.e. on Coal, Bauxite and Limestone etc.
We, the Directorate of Geology and Mining Regional Office Rewa
M.P. have put every effort to do quest for a good potential area and got
successes in two area firstly PAGRA and secondly TALA-BANDARKHA-
BIGODY-GHUINSA area where we have marked two potential area where
the prospecting can be done.
In this investigation, the outcrops running NE-SW which are seen all
along the River Bihar and, at places concealed miles together, under soil. By
putting Boreholes in these soil covered area, we have addressed whether the
limestone remains continue or not. So, after putting a number of Boreholes,
we have proved its continuity along with a substantial reserve of Limestone
which may feed a major cement unit.
CHAPTER –I
INTRODUCTION
The exploration of limestone in Pondikalan area is commenced on 3th
December 2011. During this investigation, reconnaissance survey on
1:50000 in SOI toposheet no. 63-H/3 followed by detailed mapping which
was done on 1:4000 scale and subsequently boreholes were drilled on
200×200 Meter grid internals. The drilling operation is carried out by three
rigs. 45 boreholes were drilled during 2011-12 & 2015-16. Total 1341.20 M
drilling was carried out.
1.1 Location and Communication
The area is bounded by Latitudes 24022`16``: 24
023`20`` and
Longitude 8108`44``: 81
09`44`` included in survey of India Toposheet No.
63-H/3. It is situated in Amarpatan Tehsil of Satna district of M.P.
Village Pondikalan is at about 40 km West of Rewa on Rewa-Tala
Bandarkha road. A road which leads to Jamuna tola and then it is a fair
weather road up to the village Pondikalan. The Village Pondikalan is about
42 km via Ahirgaon which falls on Rewa-Maihar road NH7.
Nearest Rail head is Rewa which is about 40 km from the village
Pondikalan.
-1-
1.2 Topography
To the south of the area, there are hill ranges of Rewa sandstone. The
maximum elevation of the hill is 433 m. above MSL. The area is undulating
and slopping towards north-east. The limestone area is flat with gentle
undulations and is an agricultural land.
A Nala flows to the south East of Pondikalan which ultimately drains
into the river Bihar. River Bihar is perennial source of water which flows in
the south of the area. Nala drains in NE-SW direction and merges in to river
Bihar. The area has primarily structural controlled drainage system i.e.
mostly joint controlled.
1.3 Fauna and Flora (From Gazetteer)
Fauna - The wild life population in the district is not large. However
it still bears a large variety of species. The animals found in the area are
Horse, Goat, Rabbit, Dear, Cow etc. Reptiles of the area are Dhaman or rat
snake occurs in and around habitation. Cobra is the most poisonous snake of
the area which has sharp fangs and is most swift. Goh (Monitor Lizards)
lives on insect and smaller animals. Important species of birds met within
the forest are owl, crow, parrots and sparrow. Black partridge, panted
partridge and grey partridge are found in the scrub and grasses.
Flora - As per the revised classification of Indian Forest by H.G.
Champion and B.K. Seth, the forest included in the area fall primarily in the
group 5A i.e. tropical dry deciduous forest. The occurrence of teak as the
most prevalent species at some places and edaphic type of vegetation like
sarai and kardhai met with in the dry deciduous mixed forest. In mix type
forest in the area, there is large variety of tree species. It found in small area
-2-
apart from the mix type the only other conspicuous type met with is salai
forest. Another feature of forest, is the sparse growth of high trees most of
which are young and middle age. This gives rise to heavy growth of shrubs,
herbs, weeds and climbers. The Botanical species found in the area are
achar, aounla, arjun, bahera, bamboo, saja, bel, bija, dhawra, haldu, harra,
jamun, mahua, sal, salai etc. Shrubs and herbs found in the area area
amaltas, baranga, kuda, makor, reunjha, thuar etc. Weeds and grasses of the
area are dhurbhusi, kans, kusal, phuli, panwar, gursakri, harsingar etc.
Amarbel, keoti. ber, mahul, palasbel are the conspicuous climbers of the
area.
1.4 Climate
The climate of the area is characterized by extremes of temperature
and dryness, except during the monsoon months. The cold season is from
December to February. The hot season is from March to about middle of
June. The period from mid June to September constitute the south western
monsoon season. October and November form the post monsoon season.
The average annual rain fall in the area is 1074.7 mm. The rain fall
generally decreases from the south west to north west. The period from June
to September is the main rainy season, July being the rainiest month. The
rain fall during the south west monsoon season constitutes about 88% of the
annual rainfall. In January and February some rain fall occurs in association
with passing western disturbances.
-3-
Temperatures begin to drop in November-December and January is
the coldest month with the mean daily minimum at about 90 C. From March
temperature rise rapidly till May, which is the hottest month. Temperature in
May and June sometimes rises to about 470 C.
1.5 Inhabitants
In the area about 97% of the population professes Hindu religions.
Muslims are in very small minorities. They are next in numerousness. Jain's
and Christian are the remaining part of the population. In the area Brahmins
who form an important upper cast came from northern India. They are sub
divided into a galaxy of sub cast. Mahajans or Baniyas form the wealthy
section of the population. By occupation they are traders and bankers.
Rajput's are the traditional fighting and land owing cast who occupies
dominent position in society. The important rajput clans living in the area
are Baghels, Parihar, Raghuvanshi. Ahir, Kachi, Mali. Teli, Dhobhi are
functional cast which are engaged in their respective cast trade. Muslims are
divided into Sunni and Siyas. jain's are divided into two sects of Digambar
and Shyotamber. Schedule cast of the area are chamar and Khumar. Chamar
forming four-fifths of the shedule cast population nearly 85% of their
working force is in agriculture. Next in numerousness to the Chamar, the
Khumars differ from the chamar cast in that their economy is not agriculture
dominant. The house hold industries traditionally associate with the cast is
the making of urban utencils bricks and tiles. Coal and Gond are the shedule
tribes of the area. Kols are described as forest tribes who find a mention in
the Ayodhya Kand of Tulsi Ramayan. Kols are the 70% of the schedule
tribes population. Gonds are the next in numerousness to Kols.
-4-
CHAPTER -II
PREVIOUS WORK
The geology of Vindhyan basin was initially given by Mallet (1871).
In 1854 area was mapped by Oldham and then by Wilson in (1874-74).
Rajrajan demarcated limestone deposit of Satna district in 1961 Rao and
Chape (1965), Mehta and Raman (1967) and Chaman lal (1972) of
Geological Survey of India.
The geologists of the Directorate of Geology and Mining Madhya
Pradesh have also prospected the limestone belt of Satna district. Mishra,
S.S. carried out the assessment of calcium carbide and S.M.S. grade
limestone in Satna district in field season 1974-75. Pandey J.L. Carried out
systematic sampling of cement grade limestone between Sajjanpur and Satna
in 1975-76. During the field season 1979-80-81, Tandon, S.C. conducted
exploration of limestone in Jhanjhar, Karmau, Baghai and Bariha area of
Satna district. In 1991-92 exploration of cement grade limestone in
Ramnagar, chhibaura and Degarhat blocks of the district was done by V.K.
Sankhala and A. Bajpai. During field Session 2004-05 mineral inventory of
Satna District was carried out by Shri C.K. Nema Diputy Directore, tech.
Besides geological Survey of India and Directorate of Geology and
Mining several other agencies like Bokaro Steel Plant and Hyderabad
industries also carried out detailed prospecting of limestone in various
blocks of the Satna district and Rewa District.
-5-
CHAPTER -III
PRESENT WORK
The present work was undertaken after the suggestion and guidance
given by Shri V.K. Austin (Director) and Shri S.K. Pandya (the then Dy.
Director and the Regional Head) and Shri M.I. Siddiqui (Regional Head).
Looking to the present scenario, some of the major mineral block will be
sold through e-auction. Hence, the present Director, Shri V.K. Austin
suggested to prepare a report of the compact block of Pondikalan area, so
that a larger area may fetch revenue to the state exchequer. This report
incorporates the details of work done during the prospecting from field
session 2011 to 2012. The investigation includes 50.00 Sq Km reco survey
followed by demarcation of potential zone. Detailed geological mapping was
done by Theodolite on 1:4,000 of 2.78 Sq Km. Total 45 Bore holes were
drilled achieving 1341.20 mts core drilling. The generated Lime stone core
samples of 367 no. were sent to lab for analyzing its industrial utility. The
findings and interpretation dealt in following pages.
-6-
CHAPTER -IV
GEOLOGY
4.1 Reconnaissance Survey:
An area of about 50.00 sq km has been covered by reconnaissance
survey, along with collection of outcrop samples and marking of outcrop on
1: 50000 SOI Toposheet No. 63H/3. The regional geological set up of the
aforesaid covered area is as given below :-
Age Supergroup Group Lithology
Recent to Sub Recent - - Soil/Alluvium Laterite
Proterozoic Vindhyan Bhander
Sirbu Shale
Bhander Limestone (Nagod)
Ganurgarh Shale
Rewa Upper Rewa Sandstone
4.2 Regional Geology:
As described in reconnaissance survey, an area of about 50.00 sq km
was done along with recording of stratigraphic units given in lithology. The
most of the surveyed area comprises of Sirbu shales. The grey to bluish grey
limestone was seen as it is forming a sickle within Sirbu and Ganurgarh
shales. Out of the surveyed area, limestone occupy about 20% of total
covered area. The upper Bhander sandstone is seen on the top of the hillocks
present in the South of the area. General dip is 50 to 8
0 due north.
-7-
4.3 Characteristics of Rock/Lithology
Upper Rewa, Sandstone -
Upper Rewa sandstone forms prominent hillocks in the south of
Pondikalan trending NE-SW. These are the oldest formation of the area. It is
fine grained, grayish in colour and quartzitic in nature. It has ferruginous
material and at places partially converted into laterite/aluminous laterite and
leads to Bauxtization.
Ganurgarh Shale -
Ganurgarh shale is exposed to the south of Bihar river, which is
overlain by limestone. It is grayish brown and fine grained. It has siliceous
material along bedding planes.
The colour of this shale is reddish at bottom but becomes grey to
greenish grey towards top. The shale has ripple marks and it is flaggy in
nature.
It often has layers of red to buff colour, and fine to coarse grained
sandstone which forms alternate bandings. It is traversed by quartz. The
shale becomes pink, brown to buff or dirty white towards top due to
contamination of calc-arenitic sediments (facies). It can be seen to the north
of nala at village Bigodi.
-8-
Bhander (Nagod) limestone –
The exposures of limestone occurring in the area are, in patches along
the NE-SW. The limestone deposits are mostly horizontally bedded with
dips varying from 50 to 8
0 due North. At places, limestone is concealed
below soil cover, varying in thickness from a meter1 to 19.45 meters. The
upper part of the limestone is argillaceous and siliceous in nature.
The Bhander limestone deposits in the area show fairly frequent
variation in quality and thickness both laterally and vertically. In several
localities, the good quality limestone beds are interbedded by low grade
limestone and shale. Hence limestone exhibits arenaceous as well as
argillaceous nature. Therefore at some places, it is highly siliceous and
argillaceous in nature.
The limestone is well bedded, fine to medium grained, grey to
dark grey in colour. Overall it is heterogeneous with lateral end vertical
variation in respect of Lithology and chemical content.
Sirbu shale:
Prominent exposures of Sirbu shale are seen to the north of of the
area, along the road cutting, nala and river courses. The shales are thinly
bedded and vary in colour from light grey to pale grey and purple to purplish
brown. These shales at places directly overlie the limestone horizon.
-9-
Upper Bhander Sandstone:
These sandstone makes prominent hillocks to the South , trending NE-
SW. It is hard, compact, fine grained and brown in colour.
Laterite:
At places to the south of Pondikalan, laterite occurrences were
noticed, particularly on high hillocks. The lateritic boulders are found
scattered on the foot hills as well as on ground.
4.4 Local Geology:
4.4.1 Survey:
An area of about 2.78sq km were surveyed and mapped on 1:4000
scale and also cadastral map.
The grids were laid down by theodolite by keeping 100 M. interval
and subsequently boreholes were planned to keep them 200 M apart. In the
survey all the physiographical features were marked along with taking R.L.
of bore holes. A contour map at an internal of 1 meter gap has been prepared
to know the present status of land in respect of M.S.L.
Superimposition of aforesaid data is being done on pedestal map for
using it for further mining purpose of deposit.
4.4.2 Geological Mapping:
The outcrop geological mapping was done simultaneously along with
gridding to gather the exact geological disposition of limestone within the
area. The rock unit found in area of interest is shale and limestone. The
general characteristics of rock are dealt in chapter 4:3. However, the over all
behavior of limestone is dealt in salient feature of limestone in the chapter of
prospecting work.
-10-
4.4.3 Description of Rock:
A short account of rock type and its characteristics being narrated as
under:
• Shale
• Limestone
Shale:
The shales of area are red to cherry red in colour, flaggy in nature and
easily breakable. Thick piles were recorded in the area where shale is
exposed. It is at places seen traversed by gypsum and thin lamellae of
brown, buff, pale yellow and greenish material. It has gentle dip varying
between 20 to 10
0 due North.
Limestone:
The area consists of Nagod Limestone which is grey, light gray, fine
grained, soft and stratified. It is stromatolitic with their intercalations of
argillaceous material.
The thickness as revealed by borehole data is variable. It has got thin
calcite veins and also seen as cavity fills. At places inherent silica and
argillaceous material makes it to siliceous to shally limestone. Limestone is
concealed below soil cover in the area. It runs parallel to the both side of
river Bihar. The general dip observed is about 50 to 8
0 due north.
-11-
CHAPTER –V
PROSPECTING WORK
5.1 Prospecting Technique
The prospecting work is done in about 2.78sq km area where the
detailed geological mapping and gridding was done.
An area of about 2.78 sq km is being chosen followed by putting
boreholes for core drilling. The limestone core portion was studied and
separated from whole run of core for sending it to chemical lab for analysis.
Where after receiving analytical result further study of reserve calculation is
being done.
5.2 Drilling work
An area of about 2.78 sq km was studied thoroughly by gridding and
simultaneously by geological mapping. The Limestone, in the area, is of
simple type and having being stratified deposit. An internal of 200 M was
taken into the consideration to get good result in respect of horizontal and
vertical variation of limestone.
This spacing is a right choice in simple type of limestone deposits. A
drilling depth of 30 M is kept for all boreholes as per IBM Specifications,
where limestone is available while in those areas where shale touches, it is
being closed earlier to 30 M depth.
-12-
5.3 Sampling
The limestone core portion was identified by putting drops of dilute
HCl followed by recording them into log register. The same portion was
then separated from core and splitted into two halves longitudinally.
Thereafter, one half crushed upto 100 mesh size and packed into the
polythene bags. A duplicate sample is also packed for further reference,
while one of this was sent to lab for analyzing. CaO, MgO, SiO2, Fe2O3,
Al2O3 and LOI.
5.4 Analysis of Limestone Sample:
Each crushed sample which was prepared by aforesaid method is dealt
in 5:3 Para was analyzed for CaO, MgO, Sio2, Fe2O3, Al2O3 and LOI in
departmental lab at Jabalpur. The core portion which is giving +34% Cao is
being considered in making a mineable band of limestone while below this
Cao% is treated as waste and not Included in making band. The IBM
specification is followed in making mineable band.
5.5 Salient Feature of Limestone:
It is very clear with the analysis result that, Blander Limestone is
erratic in nature. It doesn't exhibit a homogenous deposition. The calc-
arenite facie in this particular area is heterogeneous, reveals shally, siliceous,
limestone and vary up to low silica limestone also.
The relief of limestone area is undulating. It is stratified also having a
gentle dip due north. The local warp and rolling dips also makes a cause that
somewhere limestone touches at earlier level while at some places it goes
down below +15 M.
-13-
The limestone is concealed below soil and shale. However, the limestone
overall can be placed in cement grade with arenaceous and argillaceous
variations. The overall average chemical analysis of limestone in which
permissible limits of CaO% is added as per IBM specification is given
below:
Cao MgO Sio2 Fe2O3 Al2O3 LOI
44.89% 2.26% 10.59% 1.15% 2.35% 38.09%
The overall weighted percentages of CaO are 45.77%.
-14-
CHAPTER - VI
RESERVES
6.1 Block demarcation of Pondikalan, Bigodi and Aira
By taking the IBM specification, each borehole was studied with
respect to chemical analysis where the CaO% is exhibiting +34% is being
considered to form a composite thick layer within a borehole, thereafter
available mineable reserve was calculated, by taking an average CaO which
tunes +42%. The area of influence was taken as the half of the distance
between two boreholes and where there is no borehole drilled, an area of 50
M was considered as area of influence. Overall, 45 boreholes were studied
and thereafter a block nearby Pondikalan, Bigodi and Aira was delineated
which is measured about 2.78 sq km in dimension.
6.2 Block Limit
The thickness of limestone was calculated with average chemical
analysis and weighted for Cao% in Block. Minimum thickness of limestone
1.00 M is encountered in BH NO. 18 and maximum is 19.45 mts in BH No.
14.
The block limits, after taking area of influence, is measured is about a
Km, while its block boundary bounded between latitude 24022`16``:
24023`20`` and Longitude 81
08`44``: 81
09`44``.
-15-
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block A)
-16-
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB ratio Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5 (In
tons) for band 1st only
From- To (in
mts-run)
Av. Weighte
d
AI x thick
nes
As per run As per core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-14 313.720 35 8 8.00-27.45 19.45 54.24 47.34 54.19 1:0.41 16407 319116.2 797790.38 416765.69
2 PD-15 312.110 30 13 13.00-25.00 12 62.66 47.63 48.14 1.1.08 16410.8 196929.6 492324.00 308490.22
3 PD-16 312.100 30 5 5.00-13.00 8 66.87 46.62 46.73 1:0.63 9033.6 72268.8 180672.00 120815.37
4 PD-23 311.980 30 6.8 6.80-11.35 4.55 76.26 43.77 44.28 1:1.49 40000 182000 455000.00 346983.00
5 PD-24 313.480 31 3 3.00-16.00 13 77.69 43.08 48.52 1:0.23 30000 390000 975000.00 757477.50
6 PD-26 313.290 33 3.45 3.45-18.53 15.08 79.77 43.05 49.3 1:0.23 59535.4 897793.8 2244484.58 1790425.35
7 PD-27 313.790 20 3 3.00-7.00 4 92.25 47.21 47.2 1:0.75 39612.4 158449.6 396124.00 365424.39
8 PD-29 314.250 35 7.2 7.20-25.00 17.8 82.97 45.45 47.59 1:0.40 29585.4 526620.1 1316550.30 1092341.78
9 PD-30 313.590 35 16 16.00-33.40 17.4 65.8 44.05 47.64 1:0.92 22500 391500 978750.00 644017.50
10 PD-32 314.110 26 1.5 1.50-19.00 17.5 61.94 42.01 41.93 1:0.09 22119.1 387084.3 967710.63 599399.96
11 PD-34 314.580 36 16.9 16.90-32.00 15.1 91.78 46.44 48.46 1:1.12 22290.4 336585 841462.60 772294.37
12 PD-38 312.540 35 19 19.00-35.00 16 86.56 42.63 42.71 1:1.19 23339.3 373428.8 933572.00 808099.92
13 AS-2 311.150 30.00 19.90 19.90-23.00 3.10 82.25 44.20 44.28 1:6.42 39708.2 123095.4 307738.55 253114.96
14 AS-10 312.400 28.00 5.70 5.70-16.00 10.30 73.49 43.65 44.16 1:0.55 22175.1 228403.5 571008.83 419634.39
15 AS-13 309.850 32.15 8.15 8.15-10.30 2.15 88.37 46.85 46.85 1:3.79 14968.9 32183.14 80457.84 71100.59
II nd Band
14.90 - 28.80
Total
BHs
drille
d
15 466.15 136.6 175.43 76.19 44.93 46.80 1:1.28 407685.6 4615458.24 11538645.71 8766384.99
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block B)
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block C)
-17-
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB ratio Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5 (In
tons) for band 1st only
From- To (in
mts-run)
Av. Weighte
d
AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-39 316.150 35.1 10.1 10.10-26.10 16 68.06 47.11 47.01 1:0.63 30000 480000 1200000.00 816720.00
2 PD-41 316.340 27.05 2.05 2.05-4.05 2 51.5 41.49 40.47 1:1.03 22187.5 44375 110937.50 57132.81
Total
BHs
drille
d
2 62.15 12.15 18 59.78 44.3 43.74 1:0.83 52187.5 524375 1310937.5 873852.81
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB
ratio
Aria of
influence
Sq.m
Volume
cubic mt
Reserve with S.G. -2.5 (In
tons) for band 1st only
From- To (in
mts-run)
Av. Weighte
d
AI x thick
nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-7 318.640 32 2.5 2.50-17.00 14.5 85.86 40.99 40.79 1:0.17 9149 132660.5 331651.25 284755.76
2 PD-8 319.650 35 14 14.00-30.00 16 86.37 43.43 42.44 1:0.88 17581 281296 703240.00 607388.39
Total
BHs
drille
d
2 67 16.5 30.5 86.11 42.21 41.61 1:0.52 26730 413956.5 1034891.25 892144.15
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block E)
-18-
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB
ratio
Aria of
influence
Sq.m
Volume
cubic mt
Reserve with S.G. -2.5 (In
tons) for band 1st only
From- To (in
mts-run)
Av. Weighte
d
AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-1 307.150 35 5 5.00-18.00 13.00 83.46 47.62 47.65 1:0.38 1183.6 15386.8 38467.00 32104.56
2 PD-2 319.040 35 12.4 12.40-19.00 6.60 75.75 42.93 43.22 1:1.88 15000 99000 247500.00 187481.25
II nd Band
22.00 - 28.10 5.90
Total
BHs
drille
d
2
70 17.4 19.6 79.60 45.27 45.43 1:1.13 16183.6 114386.8 285967 219585.8
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block F)
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block G)
-19-
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB ratio Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5
(In tons) for band 1st only
From- To (in
mts-run)
Av. Weighte
d
AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-28 315.840 35 11.85 11.85-20.00 8.15 92.88 48.07 47.35 1:1.45 9839.7 80193.5
6
200483.89 186209.43
Total
BHs
drille
d
1
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB
ratio
Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5
(In tons) for band 1st
only
From- To (in
mts-run)
Av. Weighted AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-13 315.960 30 8.25 8.25-10.35 2.1 80.95 44.1 52.27 1:3.93 2663 5592.3 13980.75 11317.42
Total
BHs
drille
d
1
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block H)
6.3 Table Showing the Quality Thickness and Tonnage per Bore Hole (Pondi Kalan Block I)
-20-
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB ratio Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5
(In tons) for band 1st
only
From- To (in
mts-run)
Av. Weighted AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-17 312.720 27 7 7.00-10.00 3.00 80.33 46.11 45.34 1:2.33 7138.5 21415.5 53538.75 43007.68
2 PD-18 313.540 30 8.00 8.00-9.00 1.00 30.00 47.33 47.33 1:8.0 3605.4 3605.4 9013.50 2704.05
Total
BHs
drille
d
2 57 15 4 55.16 46.72 46.33 1:5.16 10743.9 25020.9 62552.25 45711.73
S.
No.
BH
No.
RL Total
Depth
OB mts Thickness of
Lime stone
LST
band mts
% of core CaO% OB ratio Aria of
influenc
e Sq.m
Volume
cubic mt
Reserve with S.G. -2.5
(In tons) for band 1st
only
From- To (in
mts-run)
Av. Weighte
d
AI x
thick nes
As per run As per
core
recovery %
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1 PD-10 313.950 33 5.7 5.70-14.00 8.3 76.38 45.36 44.96 1:0.69 6682 55460.6 138651.50 105902.02
II ND BAND
23.00-26.35
Total
BHs
drille
d
1
6.4 Calculation of Reserves as per run/ as per core
1. Total area of block 0.52 sq.km.
2. Total BH drilled in block 45
3. Total Meterage of Block 1341.20 m.
4. Total length of Lime stone (as per run) 308.97 m.
5. Total length of Lime stone (as per core) 236.85 m.
6. Recovery % of Lime stone 76.66%
7. OB ratio 1:2.06
8. Weighted CaO% 45.77 %
9. Average CaO % 44.89 %
SiO2 10.59 %
Mgo 2.26 %
A12O3 2.35 %
Fe2O3 1.15 %
LOI 38.09 %
10. Reserves (In M.T.)
(a) As per run 14.58 MT
(b) As per core 11.09 MT
11. No. of BH shown in map/area 45 Nos.
12. Total meterage of BH 1341.20 m.
13. Total area prospected 2.78 Sq Km.
-21-
6.5 Gross Net Reserve
Limestone reserve of 332 UNFC category tune to an order of 14.58 M.T. as per run and
11.09 M.T. as per core.
However the minable reserve will be taken in to the consideration after doing deduction of
the area which is not to be used for mining purpose. The O.B. ratio is also at a place may change
the minable reserve, Hence with these possibility along unforeseen geological circumstance a
10% cut in reserve may leads to a net gross reserve of 13.12 MT as per run and 9.98 M.T. as per
core.
-22-
6.6 Opinion and Recommendation
As a result of this prospecting work department is able to speak about that further
work regarding limestone prospecting may remain continue in area. So that in future the
prospecting may enhance the limestone potential of the area. Therefore the work is so for
continue to do further quest and probe regarding delineating few more suitable blocks of
cement grade limestone.
By sorting another suitable block a major cement plant can be installed in this
Amarpatan Tehsil which is so for is known to be a non Industrial/Undeveloped segment of
District Satna (M.P.)
-23-
6.7 Tables showing lithologs along with chemical analysis
RL- 317.150 BH-pd-1 DRILL-16
Date of Starting : 03.12.11
Date of Closing :15.12.11
Total Depth :35.00m.
From To Run Core Form To Run Core Lithology Sample No.
0.00
1.00
1.00
2.00
1.00
1.00
Nil
nil
Alluvium
“
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 1.00 Grey fine grained limestone 1
6.00 7.00 1.00 1.00 “ 2
7.00 8.00 1.00 0.80 Grey fine grained fractured limestone 3
8.00 9.00 1.00 0.50 “ (water loss) 4
9.00 10.00 1.00 0.80 “ 5
10.00 11.00 1.00 0.80 “ 6
11.00 12.00 1.00 0.80 “ 7
12.00 13.00 1.00 0.80 “ (with clay at middle) 8
13.00 14.00 1.00 0.85 “ 9
14.00 15.00 1.00 0.85 “ 10
15.00 16.00 1.00 0.85 “ 11
16.00 17.00 1.00 0.90 “ 12
17.00 18.00 1.00 0.90 “
With shale bands
13
18.00 19.00 1.00 0.80 shale
19.00 20.00 1.00 0.80 “
20.00 21.00 1.00 0.70 “
21.00 22.00 1.00 0.70 “
22.00 23.00 1.00 0.40 “
23.00 24.00 1.00 0.60 “
24.00 25.00 1.00 0.75 24.00 24.45 0.45 0.30 “
24.45 24.80 0.35 0.35 Siliceous limestone
24.80 25.00 0.20 0.10 shale
25.00 26.00 1.00 0.40 shale
26.00 27.00 1.00 1.00 “
27.00 28.00 1.00 0.90 “
28.00 29.00 1.00 0.80 Shaly limestone
29.00 30.00 1.00 0.80 “
30.00 31.00 1.00 0.45 shale
31.00 32.00 1.00 0.45 “
32.00 33.00 1.00 0.70 “
33.00 34.00 1.00 0.35 “
34.00 35.00 1.00 0.50 “
Borehole closed at 35.00mt.
RL 319.040 BH-PD-2 DRILL-17
Date of Starting :08.12.11
Date of Closing : 31.12.11
Total Depth : 35.00 m.
From To run core from to run core lithoogy Sample no.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.000 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 nil “
9.00 10.00 1.00 nil “
10.00 11.00 1.oo nil “
11.00 12.00 1.00 nil “
12.00 13.00 1.00 0.58 12.00
12.40
12.40
13.00
0.40
0.60
0.00
0.50
“
Grey fine grained fractured lime stone.
1
13.00 14.00 1.00 0.80 “ 2
14.00 15.00 1.00 0.80 “ 3
15.00 16.00 1.00 0.50 15.00 15.45 0.45 nil clay
15.45 16.00 0.55 0.50 Shaly Limestone 4
16.00 17.00 1.00 0.80 Shaly Limestone 5
17.00 18.00 1.00 0.80 Shaly Limestone 6
18.00 19.00 1.00 0.80 Grey fine grained fractured limestone 7
19.00 20.00 1.00 0.60 Calcareous shale
20.00 21.00 1.00 0.60 shale
21.00 22.00 1.00 0.60 “
22.00 23.00 1.00 0.70 Grey fine grained fractured limestone 8
23.00 24.00 1.00 0.60 “ 9
24.00 25.00 1.00 0.60 “ 10
25.00 26.00 1.00 0.60 25.00
25.45
25.45
26.00
0.45
0.55
0.40
0.20
“
clay
11
26.00 27.00 1.00 0.80 Grey fine grained fractured limestone 12
27.00 28.00 1.00 0.70 “ 13
28.00 29.00 1.00 0.26 28.00
28.10
28.10
29.00
0.10
0.90
0.10
0.16
“
shale
14
29.00 30.00 1.00 0.90 “
30.00 31.00 1.00 0.50 “
31.00 32.00 1.00 0.60 “
32.00 33.00 1.00 0.45 “
33.00 34.00 1.00 0.60 “
34.00 35.00 1.00 0.65 “
Bore hole closed at; 35.00mt.
RL- 318.490 BH-PD-3 DRILL-16
Date of Starting :17.12.11
Date of Closing : 24.12.11
Total Depth : 34.00M.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 0.60 Grey fine grained fractured limestone
7.00 8.00 1.00 0.90 shale
8.00 9.00 1.00 0.90 “
9.00 10.00 1.00 0.90 “
10.00 11.00 1.00 o.80 “
11.00 12.00 1.00 0.90 “
12.00 13.00 1.00 0.90 “
13.00 14.00 1.00 0.60 “
14.00 15.00 1.00 0.90 “
15.00 16.00 1.00 0.90 “
16.00 17.00 1.00 0.50 “
17.00 18.00 1.00 0.40 “
18.00 19.00 1.00 0.50 “
19.00 20.00 1.00 0.50 “
20.00 21.00 1.00 0.50 “
21.00 22.00 1.00 0.50 “
22.00 23.00 1.00 0.50 “
23.00 24.00 1.00 0.60 “
24.00 25.00 1.00 0.60 “
25.00 26.00 1.00 0.50 “
26.00 27.00 1.00 0.40 “
27.00 28.00 1.00 0.50 “
28.00 31.00 3.00 0.45 “
31.00 34.00 3.00 0.45 “
Borehole closed at 34.00mt.
RL- 316.100 BH-PD-4 DRILL-16
Date of Starting :25.12.11
Date of Closing : 04.01.12
Total Depth :30.00M.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.oo nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 nil “
9.00 10.70 1.70 0.20 9.00 10.45 1.45 nil “
10.45 10.70 0.25 0.20 GRey fine grained fractured limestone
10.70 11.00 0.30 0.30 “
11.00 12.00 1.00 0.35 shale
12.00 13.00 1.00 0.30 “
13.00 14.00 1.00 0.35 “
14.00 15.00 1.00 0.40 “
15.00 16.00 1.00 0.35 “
16.00 17.00 1.00 0.70 “
17.00 18.00 1.00 0.55 “
18.00 19.00 1.00 0.55 “
19.00 20.00 1.00 0.65 “
20.00 21.00 1.00 0.50 “
21.00 22.00 1.00 0.68 “
22.00 23.00 1.00 0.90 “
23.00 24.00 1.00 0.80 “
24.00 25.00 1.00 0.35 24.00 24.70 0.70 0.10 “
24.70 25.00 0.30 0.25 Grey fine grained fractured limestone
25.00 26.00 1.00 0.20 shale
26.00 27.00 1.00 0.30 “
27.00 28.00 1.00 0.30 “
28.00 29.00 1.00 0.25 “
29.00 30.00 1.00 0.35 “
Borehole closed at 30.00mt.
RL- 315.030 BH-PD-5 DRILL-52
Date of Starting : 05.01.12
Date of Closing : 21.01.12
Total Depth : 31.00m.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.oo 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.20 1.20 nil “
6.20 7.00 0.80 0.58 Grey fine grained fractured limestone 1
7.00 8.00 1.00 0.70 “ 2
8.00 9.00 1.00 1.00 “ 3
9.00 10.00 1.00 0.95 “ 4
10.00 11.00 1.00 0.56 Shale with clay
11.00 12.00 1.00 1.00 shale
12.00 13.00 1.00 0.90 “
13.00 14.00 1.00 1.00 “
14.00 15.00 1.00 1.00 “
15.00 16.00 1.00 0.86 “
16.00 17.00 1.00 0.58 Grey fine grained fractured limestone 5
17.00 18.00 1.00 1.00 “ 6
18.00 18.76 0.76 0.73 Grey fine grained fractured limestone 7
18.00 19.00 1.00 0.93 18.76 18.93 0.17 0.15 shale
18.93 19.00 0.07 0.05 Grey fine grained fractured limestone
19.00 20.00 1.00 0.93 “ 8
20.00 21.00 1.00 0.97 “ 9
21.00
22.00
22.00
23.00
1.00
1.00
0.97
0.96
“
“
10
11
23.00 24.00 1.00 0.70 Grey fine grained fractured limestone 12
24.00 25.00 1.00 0.60 “ 13
25.00 26.00 1.00 0.86 shale
26.00 27.00 1.00 0.55 “
27.00 28.00 1.00 0.60 “
28.00 29.00 1.00 0.20 “
29.00 30.00 1.00 0.30 “
30.00 31.00 1.00 0.25 “
Borehole closed at 31.00mt.
RL- 318.240 BH-PD-6 DRILL-17
Date of Starting : 05.01.12
Date of Closing : 19.01.12
Total Depth : 28.00mt.
From To Run Core From To Run Core Lithology Sample No.
1.00 2.00 1.00 nil alluvium
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 0.30 shale
9.00 10.00 1.00 0.20 ‘’
10.00 11.00 1.00 0.40 “
11.00 12.00 1.00 0.50 “
12.00 13.00 1.00 0.30 ‘’
13.00 14.00 1.00 0.20 ‘’
14.00 15.00 1.00 0.30 ‘’
15.00 16.00 1.00 0.20 ‘’
16.00 17.00 1.00 0.40 “
17.00 18.00 1.00 0.20 “
18.00 19.00 1.00 0.20 “
19.00 20.00 1.00 0.20 “
20.00 21.00 1.00 0.30 “
21.00 22.00 1.00 0.20 “
22.00 23.00 1.00 0.30 “
23.00 24.00 1.00 0.40 “
24.00 25.00 1.00 0.50 “
25.00 26.00 1.00 0.30 “
26.00 27.00 1.00 0.65 “
27.00 28.00 1.00 0.35 "
Borehole closed at 28.00mt.
RL- 318.640 BH-PD-7 DRILL-16
Date of Starting : 06.01.12
Date of Closing : 12.01.12
Total Depth : 32.00mt.
From to run core From to run core lithology Sample.no.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 0.50 2.00 2.50 0.50 nil “
2.50 3.00 0.50 0.50 Grey fine grained limestone 1
3.00 4.00 1.00 0.60 Grey fine grained fractured limestone 2
4.00 5.00 1.00 0.90 “ 3
5.00 6.00 1.00 0.90 “ 4
6.00 7.00 1.00 0.86 Shaly Limestone 5
7.00 8.00 1.00 0.85 Grey fine grained fractured limestone 6
8.00 9.00 1.00 0.80 Grey fine grained fractured limestone 7
9.00 10.00 1.00 0.82 Grey fine grained fractured limestone 8
10.00 11.00 1.00 0.82 Grey fine grained fractured limestone 9
11.00 12.00 1.00 0.80 Grey fine grained fractured limestone 10
12.00 13.00 1.00 0.75 Grey fine grained fractured limestone 11
13.00 14.00 1.00 0.95 Grey fine grained fractured limestone 12
14.00 15.00 1.00 0.95 Grey fine grained fractured limestone 13
15.00 16.00 1.00 0.95 Grey fine grained fractured limestone 14
16.00 17.00 1.00 1.00 Grey fine grained limestone 15
17.00 18.00 1.00 0.80 shale
18.00 19.00 1.00 0.80 Alternate bands of shale &limestone
19.00 20.00 1.00 0.95 “
20.00 21.00 1.00 1.00 “
21.00 22.00 1.00 0.20 shale
22.00 23.00 1.00 0.30 “
23.00 24.00 1.00 0.25 “
24.00 25.00 1.00 0.30 “
25.00 26.00 1.00 0.80 Alternate bands of shale &limestone
26.00 27.00 1.00 0.30 shale
27.00 28.00 1.00 0.38 “
28.00 29.00 1.00 0.50 “
29.00 30.00 1.00 0.12 “
30.00 31.00 1.00 0.20 “
31.00 32.00 1.00 0.08 “
Borehole closed at 32.00mt.
RL- 319.650 BH-PD-8 DRILL-16
Date of Starting :13.01.12
Date of Closing : 23.01.12
Total Depth : 35.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 0.70 shale
8.00 9.00 1.00 0.90 “
9.00 10.00 1.00 0.35 “
10.00 11.00 1.00 0.40 “
11.00 12.00 1.00 0.90 “
12.00 13.00 1.00 0.80 “
13.00 14.00 1.00 0.70 “
14.00 15.00 1.00 0.95 Grey fine grained fractured limestone 1
15.00 16.00 1.00 0.80 “ 2
16.00 17.00 1.00 0.90 “ 3
17.00 18.00 1.00 0.82 “ 4
18.00 19.00 1.00 0.90 “ 5
19.00 20.00 1.00 0.80 “ 6
20.00 21.00 1.00 0.80 “ 7
21.00 22.00 1.00 0.90 “ 8
22.00 23.00 1.00 0.90 “ 9
23.00 24.00 1.00 0.92 “ 10
24.00 25.00 1.00 0.90 “ 11
25.00 26.00 1.00 0.80 “ 12
26.00 27.00 1.00 0.90 “ 13
27.00 28.00 1.00 0.93 “ 14
28.00 29.00 1.00 0.80 Grey fine grained fractured limestone 15
29.00 30.00 1.00 0.80 “ 16
30.00 31.00 1.00 0.90 Shaly Limestne 17
31.00 32.00 1.00 0.47 31.00 31.52 0.52 0.42 Shaly Limestone 18
31.52 32.00 0.48 0.05 shale
32.00 33.00 1.00 0.25 “
33.00 34.00 1.00 0.20 “
34.00 35.00 1.00 0.20 “
Borehole closed at 35.00mt.
RL- 317.610 BH-PD-9 DRILL-17
Date of Starting : 01.01.12
Date of Closing : 15.01.12
Total Depth : 28.00mt
From To Run Core From To Run Core Lithology Sample No.
1.00 2.00 1.00 nil alluvium
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 nil “
9.00 10.00 1.00 nil ‘’
10.00 11.00 1.00 nil “
11.00 12.00 1.00 nil “
12.00 13.00 1.00 nil ‘’
13.00 14.00 1.00 nil ‘’
14.00 15.00 1.00 0.20 Shale & clay
15.00 16.00 1.00 0.15 ‘’
16.00 17.00 1.00 0.20 “
17.00 18.00 1.00 0.10 “
18.00 19.00 1.00 0.20 “
19.00 20.00 1.00 0.10 “
20.00 21.00 1.00 0.20 “
21.00 22.00 1.00 0.20 “
22.00 23.00 1.00 0.25 “
23.00 24.00 1.00 0.30 “
24.00 25.00 1.00 0.10 “
25.00 26.00 1.00 0.20 “
26.00 27.00 1.00 0.20 “
27.00 28.00 1.00 0.30 "
Borehole closed at 28.00mt.
RL- 313.950 BH-PD-10 DRILL-52
Date of Starting : 22.01.12
Date of Closing : 30.01.12
Total Depth : 33.00mt
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 0.30 5.00 5.70 0.70 nil “
5.70 6.00 0.30 0.30 Grey fine grained limestone 1
6.00 7.00 1.00 0.37 Grey fine grained limestone fractured 2
7.00 8.00 1.00 0.60 “ 3
8.00 9.00 1.00 0.80 “ 4
9.00 10.00 1.00 0.60 “ 5
10.00 11.00 1.00 0.80 “ 6
11.00 12.00 1.00 0.70 “ 7
12.00 13.00 1.00 0.82 “ 8
13.00 14.00 1.00 0.65 “ 9
14.00 15.00 1.00 0.35 shale
15.00 16.00 1.00 0.50 “
16.00 17.00 1.00 0.70 “
17.00 18.00 1.00 0.50 “
18.00 19.00 1.00 0.70 “
19.00 20.00 1.00 0.70 “
20.00 21.00 1.00 0.85 “
21.00 22.00 1.00 0.50 “
22.00 23.00 1.00 0.60 “
23.00 24.00 1.00 1.00 Grey fine grained limestone 10
24.00 25.00 1.00 0.95 “ 11
25.00 26.00 1.00 0.85 Shaly Limestone 12
26.00 27.00 1.00 0.65 26.00 26.35 0.35 0.30 Grey fine grained limestone 13
26.35 27.00 0.65 0.35 shale
27.00 28.00 1.00 0.25 shale
28.00 29.00 1.00 0.90 “
29.00 30.00 1.00 0.80 “
30.00 31.00 1.00 0.85 “
31.00 32.00 1.00 0.75 “
32.00 33.00 1.00 0.60 “
Borehole closed at 33.00mt.
RL- 312.730 M. BH-PD-12 DRILL-17
Date of Starting : 29.01.12
Date of Closing : 06.02.12
Total Depth : 33.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil alluvium
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 0.65 8.00 8.30 0.30 nil “
8.30 9.00 0.70 0.65 Grey fine grained fractured red limestone
9.00 10.00 1.00 0.80 “
10.00 11.00 1.00 0.80 “
11.00 12.00 1.00 0.80 “
12.00 13.00 1.00 0.80 “
13.00 14.00 1.00 0.80 “
14.00 15.00 1.00 0.50 14.00 14.30 0.30 0.28 “
14.30 14.95 0.65 0.05 clay
14.95 15.00 0.05 0.05 shale
15.00 16.00 1.00 0.35 shale
16.00 17.00 1.00 0.30 “
17.00 18.00 1.00 0.05 clay
18.00 19.00 1.00 0.05 “
19.00 20.00 1.00 0.15 Shale & clay
20.00 21.00 1.00 0.35 shale
21.00 22.00 1.00 0.35 “
22.00 23.00 1.00 0.10 Shale & clay
23.00 24.00 1.00 0.40 shale
24.00 25.00 1.00 0.10 Shale & clay
25.00 26.00 1.00 0.10 “
26.00 27.00 1.00 0.10 “
27.00 28.00 1.00 0.25 Shale
28.00 29.00 1.00 0.27 “
29.00 30.00 1.00 0.40 “
30.00 31.00 1.00 0.40 “
31.00 32.00 1.00 0.18 “
32.00 33.00 1.00 0.30 “
Borehole closed at 33.00mt.
RL- 315.960 BH-PD-13 DRILL-52
Date of Starting : 31.01.12
Date of Closing : 07.02.12
Total Depth : 30.00mt.
From To Run Core From To Run Core Lithology Sample No.
1.00 2.00 1.00 nil alluvium
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 0.35 shale
6.00 7.00 1.00 0.80 “
7.00 8.00 1.00 0.88 “
8.00 9.00 1.00 0.90 8.00 8.25 0.25 0.20 “
8.25 9.00 0.75 0.70 Grey fine grained fractured limestone 1
9.00 10.00 1.00 0.70 “ 2
10.00 11.00 1.00 0.45 10.00 10.35 0.35 0.30 ‘’ 3
10.35 11.00 0.65 0.15 shale
11.00 12.00 1.00 0.30 11.00 11.85 0.85 0.20 “
11.85 12.00 0.15 0.10 Grey fine grained fractured limestone 4
12.00
13.00 1.00 0.50 12.00
12.50
12.50
13.00
0.50
0.50
0.45
0.05
“
shale
13.00 14.00 1.00 0.52 “
14.00 15.00 1.00 0.97 ‘’
15.00 16.00 1.00 0.63 Alternate bands of shale & limestone
16.00 17.00 1.00 0.90 shale
17.00 18.00 1.00 0.50 17.00 17.30 0.30 0.25 Grey fine grained fractured limestone
17.30 18.00 0.70 0.25 shale
18.00 19.00 1.00 0.40 “
19.00 20.00 1.00 0.54 19.00 Alternate bands of shale & limestone
20.00 21.00 1.00 0.32 “
21.00 22.00 1.00 0.45 “
22.00 23.00 1.00 0.27 “
23.00 24.00 1.00 0.20 shale
24.00 25.00 1.00 0.36 Shale
25.00 26.00 1.00 0.20 “
26.00 27.00 1.00 0.55 26.00
26.50
26.50
27.00
0.50
0.50
0.45
0.15
Grey fine grained fractured limestone
Shale
27.00 28.00 1.00 0.20 Shale
28.00 29.00 1.00 0.15 “ “
29.00 30.00 1.00 0.15 “ “
Bore Hole Closed at 30.00 mt.
RL- 313.720 BH-PD-14 DRILL-16
Date of Starting : 06.02.12
Date of Closing : 13.02.12
Total Depth : 35.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00
1.00
1.00
2.00
1.00
1.00
Nil
nil
Alluvium
“
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 0.50 Grey fine grained fractured limestone 1
9.00 10.00 1.00 nil clay
10.00 111.00 1.00 nil Clay
11.00 12.00 1.00 0.50 Grey fine grained fractured limestone 2
12.00 13.00 1.00 0.20 ‘’ 3
13.00 14.00 1.00 0.20 ‘’ with clay at top 4
14.00 15.00 1.00 0.10 “
5
15.00 16.00 1.00 0.80 Grey fine grained fractured limestone 6
16.00 17.00 1.00 0.80 7
17.00 18.00 1.00 0.80 “ 8
18.00 19.00 1.00 0.90 “ 9
19.00 20.00 1.00 0.80 “ 10
20.00 21.00 1.00 0.80 “ 11
21.00 22.00 1.00 0.80 “ 12
22.00 23.00 1.00 0.85 “ 13
23.00 24.00 1.00 0.80 “ 14
24.00 25.00 1.00 0.75 “ 15
25.00 26.00 1.00 0.80 “ 16
26.00 27.00 1.00 0.80 “ 17
27.00 28.00 1.00 0.40 27.00
27.45
27.45
28.00
0.45
0.65
0.35
0.05
“
Shale
18
28.00 29.00 1.00 0.25 Shale with clay
29.00 30.00 1.00 0.25 “
30.00 31.00 1.00 0.25 “
31.00 32.00 1.00 0.10 “
32.00 33.00 1.00 0.20 “
33.00 34.00 1.00 0.20 “
34.00 35.00 1.00 0.20 Shale
Borehole closed at 35.00mt.
RL- 312.110 BH-PD-15 DRILL-17
Date of Starting : 07.02-12
Date of Closing : 16.02.12
Total Depth : 30.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00
1.00
1.00
2.00
1.00
1.00
nil
nil
Alluvium
“
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 nil “
7.00 8.00 1.00 nil “
8.00 9.00 1.00 nil “
9.00 10.00 1.00 nil ‘’
10.00 11.00 1.00 nil “
11.00 12.00 1.00 0.50 Shale
12.00 13.00 1.00 0.40 12.00
12.30
12.30
13.00
0.30
0.70
0.25
0.15
Grey fine grained fractured Limestone
clay
13.00 14.00 1.00 0.60 Grey fine grained fractured limestone 1
14.00 15.00 1.00 0.70 2
15.00 16.00 1.00 0.60 ‘’ 3
16.00 17.00 1.00 0.90 “ 4
17.00 18.00 1.00 0.70 “ 5
18.00 19.00 1.00 0.45 “ Cavity 6
19.00 20.00 1.00 0.90 Grey fine grained fractured limestone 7
20.00 21.00 1.00 0.80 “ 8
21.00 22.00 1.00 0.55 “ 9
22.00 23.00 1.00 0.50 “ 10
23.00 24.00 1.00 0.47 “ 11
24.00 25.00 1.00 0.35 “ 12
25.00 26.00 1.00 0.75 Shale
26.00 27.00 1.00 0.75 “
27.00 28.00 1.00 0.20 "
28.00 29.00 1.00 0.20 shale
29.00 30.00 1.00 0.20 “
Borehole closed at 30.00mt.
RL- 312.100 BH-PD-16 DRILL-16
Date of Starting : 14.02.12
Date of Closing : 21.02.12
Total Depth : 30.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 0.55 Grey fine grained fractured limestone 1
6.00 7.00 1.00 0.55 “ 2
7.00 8.00 1.00 0.55 “ 3
8.00 9.00 1.00 0.60 “ 4
9.00 10.00 1.00 0.80 “ 5
10.00 11.00 1.00 0.80 “ 6
11.00 12.00 1.00 0.80 “ 7
12.00 13.00 1.00 0.70 “ 8
13.00 14.00 1.00 0.50 shale
14.00 15.00 1.00 0.35 “
15.00 16.00 1.00 0.55 “
16.00 17.00 1.00 0.60 “
17.00 18.00 1.00 0.30 “
18.00 19.00 1.00 0.42 “
19.00 20.00 1.00 0.52 Alternate bands of shale & limestone
20.00 21.00 1.00 0.55 20.00
20.60
20.60
21.00
0.60
0.40
0.15
0.40
Shale
Grey fine grained limestone
9
21.00 22.00 1.00 0.75 Grey fine grained fractured limestone 10
22.00 23.00 1.00 0.80 “ 11
23.00 24.00 1.00 0.40 shale
24.00 25.00 1.00 0.50 shale
25.00 26.00 1.00 0.65 Alternate bands of limestone &shale
26.00 27.00 1.00 0.50 “
27.00 28.00 1.00 0.70 shale
28.00 29.00 1.00 0.10 “
29.00 30.00 1.00 0.25 “
Borehole closed at 30.00mt.
RL- 312.720 BH-PD- 17 DRILL- 17
Date of Starting : 17.02.12
Date of Closing : 27.02.12
Total Depth : 27.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil "
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 7.00 1.00 0.80 Grey fine grained fractured limestone 1
7.00 8.00 1.00 0.50 " 2
8.00 9.00 1.00 0.40 “ 3
9.00 10.00 1.00 0.70 “ 4
10.00 11.00 1.00 0.70 10.00
10.25
10.25
11.00
0.25
0.75
0.20
0.50
“
Shale & clay
11.00 12.00 1.00 0.35 "
12.00 13.00 1.00 0.30 “
13.00 14.00 1.00 0.25 “
14.00 15.00 1.00 0.50 clay
15.00 16.00 1.00 0.20 shale
16.00 17.00 1.00 0.36 Shale & clay
17.00 18.00 1.00 0.30 “
18.00 19.00 1.00 0.20 shale
19.00 20.00 1.00 0.40 “
20.00 21.00 1.00 0.12 clay
21.00 22.00 1.00 0.35 shale
22.00 23.00 1.00 0.30 "
23.00 24.00 1.00 0.35 “
24.00 25.00 1.00 0.20 “
25.00 26.00 1.00 0.20 “
26.00 27.00 1.00 0.30 “
Borehole closed at:27mt.
RL- 313.540 BH-PD- 18 DRILL- 16
Date of Starting : 22.02.12
Date of Closing : 28.02.12
Total Depth : 30.00mt.
Bore hole closed at; 30.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 8.00 8.00 nil alluvium
8.00 9.00 1.00 0.30 Grey fine grained fractured limestone 1
9.00 10.00 1.00 0.70 Alternate bands of limestone & shale
10.00 11.00 1.00 0.73 “
11.00 12.00 1.00 0.55 shale
12.00 13.00 1.00 0.60 Shale & clay
13.00 14.00 1.00 0.50 Grey fine grained fractured limestone 2
14.00 15.00 1.00 0.40 14.00
14.25
14.00
15.00
0.25
0.75
0.20
0.20
“
shale
3
15.00 16.00 1.00 0.28 “
16.00 17.00 1.00 0.70 Alternate bands of limestone & shale
17.00 18.00 1.00 0.70 “
18.00 19.00 1.00 0.85 shale
19.00 20.00 1.00 0.90 “
20.00 21.00 1.00 0.95 “
21.00 22.00 1.00 0.32 “
22.00 23.00 1.00 0.40 “
23.00 24.00 1.00 0.57 “
24.00 25.00 1.00 0.20 “
25.00 26.00 1.00 0.20 Alternate bands of limestone & shale
26.00 27.00 1.00 0.20 “
27.00 28.00 1.00 0.20 “
28.00 29.00 1.00 0.20 “
29.00 30.00 1.00 0.25 shale
RL- 313.900 BH-PD- 19 DRILL-17 Date of Starting : 27.02.12
Date of Closing : 03.03.12
Total Depth : 32.00mt.
Bore hole closed at:32.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 12.00 12.00 nil alluvium
12.00 13.00 1.00 0.35 shale
13.00 14.00 1.00 0.30 “
14.00 15.00 1.00 0.25 “
15.00 16.00 1.00 0.35 “
16.00 17.00 1.00 0.35 “
17.00 18.00 1.00 0.40 “
18.00 19.00 1.00 0.40 Alternate bands of limestone & shale
19.00 20.00 1.00 0.45 “
20.00 21.00 1.00 0.50 “
21.00 22.00 1.00 0.50 “
22.00 23.00 1.00 0.30 “
23.00 24.00 1.00 0.10 clay
24.00 25.00 1.00 0.25 Shale & clay
25.00 26.00 1.00 0.35 Alternate bands of limestone & shale
26.00 27.00 1.00 0.10 Shale & clay
27.00 28.00 1.00 0.17 “
28.00 29.00 1.00 0.55 Grey fine grained fractured limestone 1
29.00 30.00 1.00 0.38 “ 2
30.00 31.00 1.00 0.05 clay
31.00 32.00 1.00 0.26 31.00
31.15
31.5
32.00
0.15
0.85
0.10
0.16
Grey fine grained Limestone shale
RL- 314.550 BH-PD- 20 DRILL- 16
Date of Starting : 29.02.12
Date of Closing : 04.03.12
Total Depth : 29.00m.
Borehole closed at:29.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 5.00 5.00 nil alluvium
5.00 7.00 2.00 nil “
7.00 9.00 2.00 nil “
9.00 11.00 2.00 0.20
11.00 12.00 1.00 0.20 shale
12.00 13.00 1.00 0.40 “
13.00 14.00 1.00 0.15 Shale & clay
14.00 15.00 1.00 0.33 shale
15.00 16.00 1.00 0.05 Shale & clay
16.00 17.00 1.00 0.50 Alternate bands of limestone &shale
17.00 18.00 1.00 0.40 “
18.00 19.00 1.00 0.22 shale
19.00 20.00 1.00 0.28 “
20.00 21.00 1.00 0.20 Alternate bands of limestone &shale
21.00 22.00 1.00 0.38 “
22.00 23.00 1.00 0.30 “
23.00 24.00 1.00 0.22 “
24.00 25.00 1.00 0.33 “
25.00 26.00 1.00 0.15 Shale & clay
26.00 27.00 1.00 0.10 “
27.00 28.00 1.00 0.15 “
28.00 29.00 1.00 0.05 “
RL- 311.280 BH-PD- 21 DRILL- 16
Date of Starting : 04.03.12
Date of Closing : 11.03.12
Total Depth :30.00mt.
Borehole closed at:30.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 13.00 13.00 nil alluvium
13.00 14.00 1.00 0.50 shale
14.00 15.00 1.00 0.35 “
15.00 16.00 1.00 0.55 Alternate bands of limestone &shale
16.00 17.00 1.00 0.60 “
17.00 18.00 1.00 0.30 shale
18.00 19.00 1.00 0.42 “
19.00 20.00 1.00 0.52 Alternate bands of limestone &shale
20.00 21.00 1.00 0.55 “
21.00 22.00 1.00 0.75 Grey fine grained fractured limestone 1
22.00 23.00 1.00 0.80 “ 2
23.00 24.00 1.00 0.40 shale
24.00 25.00 1.00 0.50 “
25.00 26.00 1.00 0.65 Alternate bands of limestone &shale
26.00 27.00 1.00 0.80 “
27.00 28.00 1.00 0.70 Alternate bands of limestone & shale &
clay
28.00 29.00 1.00 0.10 shale
29.00 30.00 1.00 0.25 shale
RL- 312.330 BH-PD- 22 DRILL-17
Date of Starting : 04.03.12
Date of Closing : 06.03.12
Total Depth : 20.00m.
Borehole closed at:20.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 6.00 6.00 nil alluvium
6.00 7.00 1.00 0.10 shale
7.00 8.00 1.00 0.20 “
8.00 9.00 1.00 0.15 Shale & clay
9.00 10.00 1.00 0.20 “
10.00 11.00 1.00 0.25 “
11.00 12.00 1.00 0.22 “
12.00 13.00 1.00 0.21 “
13.00 14.00 1.00 0.35 shale
14.00 15.00 1.00 0.16 Shale & clay
15.00 16.00 1.00 0.17 “
16.00 17.00 1.00 0.10 “
17.00 18.00 1.00 0.10 “
18.00 19.00 1.00 0.05 clay
19.00 20.00 1.00 0.05 “
RL- 311.980 BH-PD- 23 DRILL- 17
Date of Starting : 07.03.12
Date of Closing : 16.03.12
Total Depth :30.00mt.
Borehole closed at:30.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 6.00 6.00 nil “
6.00 7.00 1.00 0.10 6.00
6.80
6.80
7.00
0.80
0.10
Nil
0.10
Grey fine grained fractured limestone 1
7.00 8.00 1.00 0.26 “ 2
8.00 9.00 1.00 0.80 “ 3
9.00 10.00 1.00 0.38 “ 4
10.00 11.00 1.00 0.63 “ 5
11.00 12.00 1.00 0.40 11.00
11.35
11.35
12.00
0.35
0.65
0.30
0.10
“
shale
6
12.00 13.00 1.00 0.15 Shale & clay
13.00 14.00 1.00 0.20 Alternate bands of limestone &shale
14.00 15.00 1.00 0.20 Shale & clay
15.00 16.00 1.00 0.05 “
16.00 17.00 1.00 0.10 “
17.00 18.00 1.00 0.05 clay
18.00 19.00 1.00 0.10 “
19.00 20.00 1.00 0.10 “
20.00 21.00 1.00 0.40 clay
21.00 22.00 1.00 0.21 “
22.00 23.00 1.00 0.21 “
23.00 24.00 1.00 0.30 “
24.00 25.00 1.00 0.08 clay
25.00 26.00 1.00 0.09 “
26.00 27.00 1.00 0.23 Shale & clay
27.00 28.00 1.00 0.24 Shale & clay
28.00 29.00 1.00 0.33 Shale & clay
29.00 30.00 1.00 0.60 “
RL- 313.480 BH-pd- 24 DRILL- 16
Date of Starting : 12.03.12
Date of Closing : 14.3.12
Total Depth :31.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 4.00 1.00 0.45 Grey fine grained fractured limestone 1
4.00 5.00 1.00 0.82 “ 2
5.00 6.00 1.00 0.80 “ 3
6.00 7.00 1.00 0.80 “ 4
7.00 8.00 1.00 0.88 “ 5
8.00 9.00 1.00 0.80 “ 6
9.00 10.00 1.00 0.83 “ 7
10.00 11.00 1.00 0.98 “ 8
11.00 12.00 1.00 0.80 “ 9
12.00 13.00 1.00 0.95 “ 10
13.00 14.00 1.00 0.92 “ 11
14.00 15.00 1.00 0.95 “ 12
15.00 16.00 1.00 0.95 “ 13
16.00 17.00 1.00 0.62 Alternate bands of limestone &shale
17.00 18.00 1.00 0.17 “
18.00 19.00 1.00 0.22 “
19.00 20.00 1.00 0.43 “
20.00 21.00 1.00 0.26 “
21.00 22.00 1.00 0.15 “
22.00 23.00 1.00 0.20 shale
23.00 24.00 1.00 0.30 Alternate bands of limestone &shale
24.00 25.00 1.00 0.18 shale
25.00 26.00 1.00 0.20 “
26.00 27.00 1.00 0.24 Alternate bands of limestone &shale
Borehole closed at:31.00 mt.
27.00 28.00 1.00 0.28 Alternate bands of limestone &shale
28.00 29.00 1.00 0.35 “
29.00 30.00 1.00 0.32 “
30.00 31.00 1.00 0.35 “
RL- 312.950 BH-pd- 25 DRILL- 16
Date of Starting : 14.03.12
Date of Closing : 16.03.12
Total Depth :24.00 mt.
Borehole closed at:24.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.00 1.00 nil alluvium
1.00 2.00 1.00 nil “
2.00 3.00 1.00 nil “
3.00 4.00 1.00 nil “
4.00 5.00 1.00 nil “
5.00 6.00 1.00 nil “
6.00 9.00 3.00 nil “
9.00 10.00 1.00 0.30 shale
10.00 11.00 1.00 0.20 “
11.00 12.00 1.00 0.20 “
12.00 13.00 1.00 0.25 “
13.00 14.00 1.00 0.25 “
14.00 15.00 1.00 0.20 “
15.00 16.00 1.00 0.25 “
16.00 17.00 1.00 0.20 “
17.00 18.00 1.00 0.27 “
18.00 19.00 1.00 0.20 “
19.00 20.00 1.00 0.25 “
20.00 21.00 1.00 0.20 “
21.00 22.00 1.00 0.25 “
22.00 23.00 1.00 0.20 “
23.00 24.00 1.00 0.30 “
RL- 313.290 BH-pd- 26 DRILL-17
Date of Starting : 16.03.12
Date of Closing : 21.03.12
Total Depth : 33.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil Alluvium
3.00 4.00 1.00 3.00
3.45
3.80
3.45
3.80
4.00
0.45
0.35
0.20
Nil
0.30
0.20
“
Grey fine grained fractured limestone
Auviumll
1
4.00 5.00 1.00 0.80 Grey fine grained fractured limestone 2
5.00 6.00 1.00 0.80 “ 3
6.00 7.00 1.00 0.80 “ 4
7.00 8.00 1.00 0.40 “
With clay at bottom
5
8.00 9.00 1.00 0.78 Grey fine grained fractured limestone
with clay at top
6
9.00 10.00 1.00 0.85 Grey fine grained fractured limestone 7
10.00 11.00 1.00 0.90 “ 8
11.00 12.00 1.00 0.90 11.00
11.10
11.00
12.00
0.10
0.90
0.10
0.80
Shale
Grey fine grained fractured limestone
9
12.00 13.00 1.00 0.90 “ 10
13.00 14.00 1.00 0.85 “ 11
14.00 15.00 1.00 0.80 “ 12
15.00 16.00 1.00 0.85 “ 13
16.00 17.00 1.00 0.82 “ 14
17.00 18.00 1.00 0.80 “ 15
18.00 19.00 1.00 0.85 19.00
18.53
18.93
18.53
18.93
19.00
0.53
0.40
0.07
0.48
0.33
0.04
“
Shale
Grey fine grained fractured limestone
16
Borehole closed at:33mt.
19.00 20.00 1.00 0.70 Grey fine grained fractured limestone 17
20.00 21.00 1.00 0.30 shale
21.00 22.00 1.00 0.30 “
22.00 23.00 1.00 0.32 “
23.00 24.00 1.00 0.30 “
24.00 25.00 1.00 0.05 Shale & clay
25.00 26.00 1.00 0.22 “
26.00 27.00 1.00 0.14 “
27.00 28.00 1.00 0.17
28.00 29.00 1.00 0.21
29.00 30.00 1.00 0.17
30.00 31.00 1.00 0.26
31.00 32.00 1.00 0.21
32.00 33.00 1.00 0.24
RL- 313.790 BH-pd- 27 DRILL-16
Date of Starting : 16.03.12
Date of Closing : 18.03.12
Total Depth : 20.00 mt.
Borehole closed at 20.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 4.00 1.00 0.95 Grey fine grained fractured limestone 1
4.00 5.00 1.00 0.90 “ 2
5.00 6.00 1.00 0.92 “ 3
6.00 7.00 1.00 0.92 “ 4
7.00 8.00 1.00 0.22 “
8.00 9.00 1.00 0.22 Shale & clay
9.00 10.00 1.00 0.20 “
10.00 11.00 1.00 0.20 “
11.00 12.00 1.00 0.20 “
12.00 13.00 1.00 0.20 “
13.00 14.00 1.00 0.22 “
14.00 15.00 1.00 0.15 “
15.00 16.00 1.00 0.05 “
16.00 17.00 1.00 0.15 shale
17.00 18.00 1.00 0.05 Shale & clay
18.00 19.00 1.00 0.10 “
19.00 20.00 1.00 0.20 “
RL- 313.840 BH-pd-28 DRILL- 52
Date of Starting : 18.03.12
Date of Closing : 25.03.12
Total Depth :35.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 2.00 2.00 nil alluvium
2.00 4.00 2.00 nil “
4.00 6.00 2.00 nil “
6.00 9.00 3.00 nil “
9.00 11.00 2.00 nil “
11.00 12.00 1.00 0.10 11.00
11.85
11.85
12.00
0.85
0.15
Nil
0.11
“
Grey fine grained fractured Limestone
12.00 13.00 1.00 0.60 “ 1
13.00 14.00 1.00 1.00 “ 2
14.00 15.00 1.00 1.00 “ 3
15.00 16.00 1.00 1.00 “ 4
16.00 17.00 1.00 0.95 “ 5
17.00 18.00 1.00 0.98 “ 6
18.00 19.00 1.00 0.98 “ 7
19.00 20.00 1.00 0.95 “ 8
20.00 21.00 1.00 0.85 Alternate bands of shale &lime stone
21.00 22.00 1.00 0.88 “
22.00 23.00 1.00 0.95 “
23.00 24.00 1.00 0.50 “
24.00 25.00 1.00 0.78 “
25.00 26.00 1.00 1.00 “
26.00 27.00 1.00 0.85 “
27.00 28.00 1.00 0.82 “
28.00 29.00 1.00 1.00 “
29.00 30.00 1.00 0.80 “
30.00 31.00 1.00 0.15 “
31.00 32.00 1.00 0.10 Shale & clay
32.00 33.00 1.00 0.15
Borehole closed at:35.00 mt.
33.00 34.00 1.00 0.15 Shale & clay
34.00 35.00 1.00 0.15 “
RL- 314.250 BH-pd-29 DRILL-
Date of Starting :
Date of Closing :
Total Depth :35.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 5.00 2.00 nil “
5.00 6.00 1.00 0.20 Shale & soil
6.00 7.00 1.00 0.80 shale
7.00 8.00 1.00 0.90 7.00
7.20
7.20
8.00
0.20
0.80
0.17
0.73
“
Grey fine grained fractured Limestone
1
8.00 9.00 1.00 0.90 “ 2
9.00 10.00 1.00 0.80 “ 3
10.00 11.00 1.00 0.90 “ 4
11.00 12.00 1.00 0.82 “ 5
12.00 13.00 1.00 0.90 “ 6
13.00 14.00 1.00 0.98 “ 7
14.00 15.00 1.00 0.84 “ 8
15.00 16.00 1.00 0.90 “ 9
16.00 17.00 1.00 0.95 “ 10
17.00 18.00 1.00 0.98 “ 11
18.00 19.00 1.00 0.95 “ 12
19.00 20.00 1.00 0. 90 “ 13
20.00 21.00 1.00 0.75 “ with clay band 14
21.00 22.00 1.00 0.90 “ 15
22.00 23.00 1.00 0.80 “ 16
23.00 24.00 1.00 0.80 “ 17
24.00 25.00 1.00 0.70 “ with clay at top 18
25.00 26.00 1.00 0.80 shale
26.00 27.00 1.00 0.05 Shale & clay
27.00 28.00 1.00 0.10 Shale & clay
28.00 29.00 1.00 0.54 shale
29.00 30.00 1.00 0.07 Shale & clay
Borehole closed at:35.00mt.
30.00 31.00 1.00 0.10 “
31.00 32.00 1.00 0.75 shale
32.00 33.00 1.00 0.15 Shale & clay
33.00 34.00 1.00 0.15
34.00 35.00 1.00 0.46 shale
RL- 313.590 BH-pd- 30 DRILL- 17
Date of Starting : 22.03.12
Date of Closing : 29.03.12
Total Depth : 35.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 6.00 3.00 nil “
6.00 7.00 1.00 0.88 shale
7.00 8.00 1.00 0.80 “
8.00 9.00 1.00 0.30 Shale&clay
9.00 10.00 1.00 0.80 shale
10.00 11.00 1.00 0.70 “
11.00 12.00 1.00 0.68 “
12.00 13.00 1.00 0.95 “
13.00 14.00 1.00 0.80 “
14.00 15.00 1.00 0.90 “
15.00 16.00 1.00 0.94 “
16.00 17.00 1.00 0.80 Grey fine grained fractured limestone 1
17.00 18.00 1.00 0.68 “ 2
18.00 19.00 1.00 0.90 “ 3
19.00 20.00 1.00 0.37 “ with clay at bottom 4
20.00 21.00 1.00 0.80 Grey fine grained fractured limestone 5
21.00 22.00 1.00 0.68 “ 6
22.00 23.00 1.00 0.80 “ 7
23.00 24.00 1.00 0.40 “ “ with clay 8
24.00 25.00 1.00 0.54 Grey fine grained fractured limestone
with clay at top
9
25.00 26.00 1.00 0.60 “ 10
26.00 27.00 1.00 0.80 “ 11
27.00 28.00 1.00 0.75 “ 12
28.00 29.00 1.00 0.65 “ 13
29.00 30.00 1.00 0.6 7 Grey fine grained fractured limestone 14
30.00 31.00 1.00 0.82 “ 15
31.00 32.00 1.00 0.60 “ 16
32.00 33.00 1.00 0.72 “ 17
33.00 34.00 1.00 0.55 “ 18
Borehole closed at:35.00 m.
33.00 33.40 0.40 0.37 Shale
33.40 34.00 0.60 0.18 “
34.00 35.00 1.00 0.62 “
RL- 314.270 BH-pd- 31 DRILL- 16
Date of Starting : 22.03.12
Date of Closing : 24.03.12
Total Depth : 26.00 mt.
Borehole closed at:26.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 9.00 9.00 nil Alluvium
9.00 10.00 1.00 0.90 Shale
10.00 11.00 1.00 0.55 “
11.00 12.00 1.00 0.50 “
12.00 13.00 1.00 0.50 “
13.00 14.00 1.00 0.80 “
14.00 15.00 1.00 0.80 ‘”
15.00 16.00 1.00 0.28 Shale & clay
16.00 17.00 1.00 0.38 “
17.00 18.00 1.00 0.22 “
18.00 19.00 1.00 0.60 Shale
19.00 20.00 1.00 0.45 Shale & clay
20.00 21.00 1.00 0.30 “
21.00 22.00 1.00 0.27 “
22.00 23.00 1.00 0.64 Shale
23.00 24.00 1.00 0.23 Shale & clay
24.00 25.00 1.00 0.78 Shale
25.00 26.00 1.00 0.38 Shale & clay
RL- 314.110 BH-pd- 32 DRILL- 16
Date of Starting : 25.03.12
Date of Closing : 27.03.12
Total Depth :26.00 mt.
Borehole closed at:26.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 1.50 1.50 nil Alluvium
1.50 2.00 0.50 0.50 Grey fine grained limestone 1
2.00 3.00 1.00 0.98 Shaly Limestone 2
3.00 4.00 1.00 0.70 Shaly Limestone 3
4.00 5.00 1.00 0.34 Grey fine grained fractured limestone with clay at bottom 4
5.00 6.00 1.00 0.25 “ 5
6.00 7.00 1.00 0.66 “ 6
7.00 8.00 1.00 0.35 “ 7
8.00 9.00 1.00 0.56 “ 8
9.00 10.00 1.00 0.80 Grey fine grained fractured limestone 9
10.00 11.00 1.00 0.95 “ 10
11.00 12.00 1.00 0.94 “ 11
12.00 13.00 1.00 0.85 “ 12
13.00 14.00 1.00 0.40 Grey fine grained fractured limestone with clay at bottom 13
14.00 15.00 1.00 0.60 “ 14
15.00 16.00 1.00 0.50 “ 15
16.00 17.00 1.00 0.40 “ 16
17.00 18.00 1.00 0.90 Grey fine grained fractured limestone 17
18.00 19.00 1.00 0.14 Grey fine grained fractured limestone with clay at bottom 18
19.00 20.00 1.00 0.50 shale
20.00 21.00 1.00 0.60 “
21.00 22.00 1.00 0.65 “
22.00 23.00 1.00 0.35 “
23.00 24.00 1.00 0.30 shale
24.00 25.00 1.00 0.35 “
25.00 26.00 1.00 0.05 Shale & clay
RL- 315.670 BH-pd- 33 DRILL- 52
Date of Starting :26.03.12
Date of Closing : 29.03.12
Total Depth :27.00m.
Borehole closed at:27.00mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 5.00 2.00 nil “
5.00 8.00 3.00 nil “
8.00 9.00 1.00 0.20 shale
9.00 10.00 1.00 0.30 “
10.00 11.00 1.00 0.33 “
11.00 12.00 1.00 0.35 “
12.00 13.00 1.00 0.30 “
13.00 14.00 1.00 0.33 “
14.00 15.00 1.00 0.30 “
15.00 16.00 1.00 0.20 “
16.00 17.00 1.00 0.40 “
17.00 18.00 1.00 0.45 “
18.00 19.00 1.00 0.22 “
19.00 20.00 1.00 0.20 “
20.00 21.00 1.00 0.65 “
21.00 22.00 1.00 0.30 “
22.00 23.00 1.00 0.50 “
23.00 24.00 1.00 0.42 “
24.00 25.00 1.00 0.43 “
25.00 26.00 1.00 0.32 Shale & clay
26.00 27.00 1.00 0.40 “
RL- 314.580 BH-pd-34 DRILL- 16
Date of Starting : 28.03.12
Date of Closing : 06.04.12
Total Depth :36.00 m.
From To Run Core From To Run Core Lithology Sample No.
0.00 4.00 4.00 nil alluvium
4.00 5.00 1.00 0.30 Shale & clay
5.00 6.00 1.00 0.15 “
6.00 7.00 1.00 0.15 “
7.00 8.00 1.00 0.25 “
8.00 9.00 1.00 0.25 “
9.00 10.00 1.00 0.20 “
10.00 11.00 1.00 0.20 “
11.00 12.00 1.00 0.30 ‘’
12.00 13.00 1.00 0.30 “
13.00 14.00 1.00 0.25 ‘’
14.00 15.00 1.00 0.70 “
15.00 16.00 1.00 0.90 ‘’
16.00 17.00 1.00 0.90 16.00
16.90
16.90
17.00
0.90
0.10
0.83
0.07
“
Grey fine grained fractured Limestone
1
2
17.00 18.00 1.00 0.81 “ 3
18.00 19.00 1.00 0.90 “ 4
19.00 20.00 1.00 0.85 “ 5
20.00 21.00 1.00 0.80 “ 6
21.00 22.00 1.00 0.80 “ 7
22.00 23.00 1.00 0.80 “ 8
23.00 24.00 1.00 0.84 ‘’ 9
24.00 25.00 1.00 0.80 “ 10
25.00 26.00 1.00 0.85 ‘’ 11
26.00 27.00 1.00 0.90 “ 12
27.00 28.00 1.00 0.96 ‘’ 13
28.00 29.00 1.00 0.86 “ 14
29.00 30.00 1.00 0.92 Grey fine grained fractured Limestone 15
30.00 31.00 1.00 0.90 “ 16
Borehole closed at:36.00 mt.
31.00 32.00 1.00 0.90 ‘” 17
32.00 33.00 1.00 0.90 Shaly Limestone 18
33.00 34.00 1.00 0.80 Shaly Limestone 19
34.00 35.00 1.00 0.80 34.00 34.10 0.10 0.10 Shaly Limestone
34.10 35.00 0.90 0.70 Alternate bands of shale & Limestone
35.00 36.00 1.00 0.87 Shaly Limestone
RL- 316.560 BH-pd- 35 DRILL- 52
Date of Starting : 30.03.12
DOC:31.03.12
Total Depth : 17.00m.
Borehole closed at:17.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 4.00 4.00 nil alluvium
4.00 5.00 1.00 0.13 Calc. Shale & clay
5.00 6.00 1.00 0.25 “’
6.00 7.00 1.00 0.25 “
7.00 8.00 1.00 0.15 Shale & clay
8.00 9.00 1.00 0.70 Shale
9.00 10.00 1.00 0.75 “
10.00 11.00 1.00 0.85 “
11.00 12.00 1.00 0.40 Shale & clay
12.00 13.00 1.00 0.50 “
13.00 14.00 1.00 0.40 ‘’
14.00 15.00 1.00 0.43 “
15.00 16.00 1.00 0.50 “
16.00 17.00 1.00 0.30 “
RL- 316.430 BH-pd- 36 DRILL- 17
Date of Starting : 30.03.12
Date of Closing : 02.04.12
Total Depth :20.00 mt.
Borehole closed at: 20.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 6.00 3.00 nil “
6.00 8.00 2.00 0.45 Shale & clay
8.00 9.00 1.00 0.20 “
9.00 10.00 1.00 0.70 “
10.00 11.00 1.00 0.50 “
11.00 12.00 1.00 0.20 “
12.00 13.00 1.00 0.25 “
13.00 14.00 1.00 0.10 ‘’
14.00 15.00 1.00 0.20 “
15.00 16.00 1.00 0.05 clay
16.00 17.00 1.00 0.15 Shale & clay
17.00 18.00 1.00 0.15 “
18.00 19.00 1.00 0.05 clay
19.00 20.00 1.00 0.05 clay
RL- 313.810 BH-pd- 37 DRILL-17
Date of Starting : 03.04.12
Date of Closing : 12.04.12
Total Depth :19.00mt.
Borehole closed at:19.00 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 4.00 1.00 nil “
4.00 5.00 1.00 0.70 Shale
5.00 6.00 1.00 0.90 “
6.00 7.00 1.00 0.50 “
7.00 8.00 1.00 0.40 “
8.00 9.00 1.00 0.50 “
9.00 10.00 1.00 0.40 “
10.00 11.00 1.00 0.50 ‘’
11.00 12.00 1.00 0.40 “
12.00 13.00 1.00 0.45 “
13.00 14.00 1.00 0.50 “
14.00 15.00 1.00 0.60 “
15.00 16.00 1.00 0.65 “
16.00 17.00 1.00 0.04 “
17.00 18.00 1.00 0.35 ‘’
18.00 19.00 1.00 0.30 “
RL- 312.540 BH-pd- 38 DRILL- 16
Date of Starting : 07.04.12
Date of Closing : 18.04.12
Total Depth :35.00 m.
From To Run Core From To Run Core Lithology Sample No.
0.00 3.00 3.00 nil alluvium
3.00 6.00 3.00 nil “
6.00 7.00 1.00 0.73 Shale
7.00 8.00 1.00 0.70 “
8.00 9.00 1.00 0.70 “
9.00 10.00 1.00 0.50 “
10.00 11.00 1.00 0.50 “
11.00 12.00 1.00 0.60 “
12.00 13.00 1.00 0.50 “
13.00 14.00 1.00 0.50 ‘’
14.00 15.00 1.00 0.80 “
15.00 16.00 1.00 0.70 “
16.00 17.00 1.00 0.80 “
17.00 18.00 1.00 0.80 “
18.00 19.00 1.00 0.65 “
19.00 20.00 1.00 0.95 Grey fine grained fractured Limestone 1
20.00 21.00 1.00 0.90 ‘’ 2
21.00 22.00 1.00 0.88 “ 3
22.00 23.00 1.00 0.90 “ 4
23.00 24.00 1.00 0.80 ‘’ 5
24.00 25.00 1.00 0.95 “ 6
25.00 26.00 1.00 0.80 “ 7
26.00 27.00 1.00 0.90 “ 8
27.00 28.00 1.00 0.80 “ 9
28.00 29.00 1.00 0.82 “ 10
29.00 30.00 1.00 0.80 “ 11
Borehole closed at:35.00 mt.
30.00 31.00 1.00 0.85 ‘’ 12
31.00 32.00 1.00 0.80 Grey fine grained fractured lst. 13
32.00 33.00 1.00 0.85 “ 14
33.00 34.00 1.00 0.90 “ 15
34.00 35.00 1.00 0.95 “ 16
RL- 316.150 BH-pd- 39 DRILL- 17
Date of Starting : 15.04.2016
Date of Closing : 24.04.2016
Total Depth :35.10 m.
From To Run Core From To Run Core Lithology Sample No.
0.00 5.10 5.10 Nil alluvium
5.10 6.10 1.00 1.00 Shale
6.10 7.10 1.00 0.70 Shale
7.10 8.10 1.00 0.80 “
8.10 9.10 1.00 1.00 “
9.10 10.10 1.00 0.80 “
10.10 11.10 1.00 0.80 Grey fine grained Fractured lst 1
11.10 12.10 1.00 0.70 “ 2
12.10 13.10 1.00 0.30 Grey fine grained with clay bands 3
13.10 14.10 1.00 0.33 ‘’ 4
14.10 15.10 1.00 0.62 “ 5
15.10 16.10 1.00 0.60 “ 6
16.10 17.10 1.00 0.42 “ 7
17.10 18.10 1.00 0.60 Grey fine grained with clay top 8
18.10 19.10 1.00 0.90 Grey fine grained fractured lst 9
19.10 20.10 1.00 1.00 Grey fine grained fractured lst. 10
20.10 21.10 1.00 0.70 ‘’ 11
21.10 22.10 1.00 0.84 “ 12
22.10 23.10 1.00 0.68 “ 13
23.10 24.10 1.00 0.80 ‘’ 14
24.10 25.10 1.00 0.80 “ 15
25.10 26.10 1.00 0.80 “ 16
26.10 27.10 1.00 0.85 Shale
27.10 28.10 1.00 0.87 “
28.10 29.10 1.00 0.90 “
29.10 30.10 1.00 0.90 “
30.10 31.10 1.00 0.95 Alternate bands of shale of lst
31.10 32.10 1.00 0.95 “
Borehole closed at:35.10 mt.
32.10 33.10 1.00 0.80 Grey fine grained fractured lst 17
33.10 34.10 1.00 0.85 Alternate bands of shale of lst
34.10 35.10 1.00 0.65 Shale
RL- 316.340 BH-pd- 41 DRILL- 17
Date of Starting : 28.04.2016
Date of Closing : 10.05.2016
Total Depth : 27.05 m.
Borehole closed at:27.05 mt.
From To Run Core From To Run Core Lithology Sample No.
0.00 2.05 2.05 Nil Alluvium
2.05 3.05 1.00 0.28 Grey Fine grained fractured Limestone 1
3.05 4.05 1.00 0.75 “ 2
4.05 5.05 1.00 0.83 “ 3
5.05 6.05 1.00 0.95 “ 4
6.05 7.05 1.00 0.90 “ 5
7.05 8.05 1.00 0.80 “ 6
8.05 9.05 1.00 0.98 “ 7
9.05 10.05 1.00 0.90 “ 8
10.05 11.05 1.00 0.92 “ 9
11.05 12.05 1.00 0.92 “ 10
12.05 13.05 1.00 0.95 “ 11
13.05 14.05 1.00 0.93 “ 12
14.05 15.05 1.00 0.88 Grey fine grained fractured with clay at top 13
15.05 16.05 1.00 Grey Fine grained fractured Limestone
15.05 15.20 0.15 0.15 Grey Fine grained fractured Limestone
15.20 16.05 0.85 0.65 Shale
16.05 17.05 1.00 1.00 “
17.05 18.05 1.00 0.90 “
18.05 19.05 1.00 0.88 “
19.05 20.05 1.00 0.80 “
20.05 21.05 1.00 0.88 “
21.05 22.05 1.00 0.90 “
22.05 23.05 1.00 0.80 “
23.05 24.05 1.00 0.90 “
24.05 25.05 1.00 0.80 “
25.05 26.05 1.00 0.80 “
26.05 27.05 1.00 0.90 “
RL 312.900M BH-NO-AS- 2 DRILL NO- 17 DOS- 17-12-12 DOC- 30-12-12 TOTAL DEPTH- 30m.
FROM TO RUN CORE FROM TO RUN CORE LITHOLOGY SAMPLE NO.
0.00 3.00 3.00 NIL ALLUVIUM
3.00 6.00 3.00 NIL ‘’
6.00 7.00 1.00 0.50 SHALE
7.00 8.00 1.00 0.25
‘’
8.00 9.00 1.00 0.20 ‘’
‘’
9.00 10.00 1.00 0.30 ‘’
‘’
10.00 11.00 1.00 0.30 ‘’
‘’
11.00 12.00 1.00 0.40 ‘’
‘’
12.00 13.00 1.00 0.40 ‘’
‘’
13.00 14.00 1.00 0.68 ‘’
‘’
14.00 15.00 1.00 0.65 ‘’
‘’
15.00 16.00 1.00 0.80 ‘’
‘’
16.00 17.00 1.00 0.76 ‘’
‘’
17.00 18.00 1.00 0.60 ‘’
‘’
18.00 19.00 1.00 0.55 ‘’
‘’
19.00 20.00 1.00 0.60 19.00 19.90 0.90 0.50 ‘’
19.90 20.00 0.10 0.10 GREY FINE
GRAINED
FRACTURED
LIME
STONE
1
20.00 21.00 1.00 0.80 GREY FINE
GRAINED
FRACTURED
LIME
STONE
2
21.00 22.00 1.00 0.85
‘’
3
22.00 23.00 1.00 0.80 ‘’
4
23.00 24.00 1.00 0.20 SHALE &
CLAY
24.00 25.00 1.00 0.20 ‘’
‘’
25.00 26.00 1.00 0.15 ‘’
‘’
26.00 27.00 1.00 0.15 ‘’
27.00 28.00 1.00 0.20 ‘’
28.00 29.00 1.00 0.20 ‘’
29.00 3.00 1.00 0.15 ‘’
BOREHOLE CLOSED AT -30 m.
RL 312.240M BH-NO-AS-10 DRILL NO-15
Date of Starting : 21.01.13
Date of Closing : 27.01.13
Total Depth : 28.00 m
From To Run Core From To Run Core Lithology Sample No.
0.00 5.00 5.00 NIL ALLUVIUM
5.00 5.70 0.70 NIL ‘’
5.00 6.00 1.00 0.25 5.70 6.00 0.30 0.25 Grey Fine Grained Fractured Lime Stone
1
6.00 7.00 1.00 0.87 2
7.00 8.00 1.00 0.83 3
8.00 9.00 1.00 0.82 4
9.00 10.00 1.00 0.87 5
10.00 11.00 1.00 0.83 5
11.00 12.00 1.00 0.52 Grey Fine Grained Fractured Lime Stone With Clay Band 6
12.00 13.00 1.00 0.62 12.00 12.53 0.53 0.20 Shale
12.53 13.00 0.47 0.42 Grey Fine Grained Fractured Lime Stone 7
13.00 14.00 1.00 0.70 Grey Fine Grained Fractured Lime Stone 8
14.00 15.00 1.00 0.75 14.00 14.55 0.55 0.35 Calc. Shale
14.55 15.00 0.45 0.40 Grey Fine Grained Fractured Lime Stone 9
15.00 16.00 1.00 0.77 ‘’ 10
16.00 17.00 1.00 0.67 Alternate Bands Of Limestone & Shale
17.00 18.00 1.00 0.64 ‘’
18.00 19.00 1.00 0.50 ‘’
19.00 20.00 1.00 0.63 ‘’
20.00 21.00 1.00 0.60 ‘’
21.00 22.00 1.00 0.55 ‘’
22.00 23.00 1.00 0.35 SHALE
23.00 24.000 1.00 0.50 ‘’
24.00 25.00 1.00 0.51 ‘’
25.00 26.00 1.00 0.40 ‘’
26.00 27.00 1.00 0.66 ‘’
27.00 28.00 1.00 0.65 ‘’
Borehole Closed At -28.00 M.
RL 312.100 BH-NO-AS- 13 DRILL NO- 16
Date of Starting : 0502.13
Date of Closing : 13.02.13
Total Depth : 32.15 M.
From To Run Core From To Run Core Lithology Sample No.
0.00 8.15 8.15 NIL Alluvium
8.15 9.15 1.00 0.90 Grey Fine Grained Fractured Lime Stone 1
9.15 10.15 1.00 0.90 ‘’ 2
10.15 11.15 1.00 0.20 10.15 10.30 0.15 0.10 ‘’
10.30 11.15 0.85 0.10 Shale & Clay
11.15 12.15 1.00 0.20 Shale & Lime Stone
12.15 13.15 1.00 0.25 Shale
13.15 14.15 1.00 0.30 13.15 13.35 0.20 0.18 Grey Fine Grained Fractured Lime Stone
13.35 14.15 0.80 0.12 Shale
14.15 15.15 1.00 0.30 14.15 14.90 0.75 0.06 ‘’
14.90 15.15 0.25 0.24 Grey Fine Grained Fractured Lime Stone
15.15 16.15 1.00 0.93 ‘’ 3
16.15 17.15 1.00 0.90 ‘’ 4
17.15 18.15 1.00 0.90 ‘’ 5
18.15 19.15 1.00 0.90 ‘’’ 6
19.15 20.15 1.00 0.83 ‘’ 7
20.15 21.15 1.00 0.90 ‘’ 8
21.15 22.15 1.00 0.86 ‘’ 9
22.15 23.15 1.00 0.80 ‘’ 10
23.15 24.15 1.00 0.90 ‘’ 11
24.15 25.15 1.00 0.90 CORE
GRINDED
‘’ 12
25.15 26.15 1.00 0.95 ‘’ 13
26.15 27.15 1.00 0.40 Shale & Lime Stone 14
27.15 28.15 1.00 0.97 Grey Fine Grained Fractured Lime Stone 15
28.15 29.15 1.00 0.65 28.15 28.80 0.65 0.60 Grey Fine Grained Fractured Lime Stone 16
28.80 29.15 0.35 0.05 Shale
29.15 30.15 1.00 0.80 Alternate Bands Of Limestone & Shale
30.15 31.15 1.00 0.48 ‘’
31.15 32.15 1.00 0.10 Shale & Clay
Borehole Closed At -32.15M.
RL 312.780M BH-NO-AS-16 DRILL NO- 16
Date of Starting : 14.02.13
Date of Closing : 22.02.13
Total Depth-32.75M.
From To Run Core From To Run Core Lithology Sample No.
0.00 12.20 12.20 NIL Alluvium
12.20 13.75 1.55 0.65 Grey Fine Grained Fractured Lime Stone 1
13.75 14.75 1.00 0.50
13.75 14.11 0.36 0.34 ‘’ 2
14.11 14..70 0.59 0.11 Clay
14.70 14.75 0.05 0.05 Grey Fine Grained Lime Stone
14.75 15.75 1.00 0.30 Grey Fine Grained Fractured Lime Stone
With Clay Band At Middle
15.75 16.75 1.00 0.60 Alternate Bands Of Lst. & Shale
16.75 17.75 1.00 0.90 Grey Fine Grained Fractured Lime Stone 3
17.75 18.75 1.00 0.90 ‘’ 4
18.75 19.75 1.00 0.50 18.75 19.55 0.80 0.30 Shale & Clay
19.55 19.75 0.20 0.20 Grey Fine Grained Lime Stone 5
19.75 20.75 1.00 0.70 ‘’
20.75 21.75 1.00 0.70 Shaly Lime Stone 6
21.75 22.75 1.00 0.57 ‘’ 7
22.75 23.75 1.00 0.70 Grey Fine Grained Fractured Lime Stone 8
23.75 24.75 1.00 0.65 ‘’ 9
24.75 25.75 1.00 0.65 ‘’ ------- With Shale At Bottom 10
25.75 26.75 1.00 0.85 Shale
26.75 27.75 1.00 0.60 Alternate Bands Of Lst. & Shale
27.75 28.75 1.00 0.20 Shale & Clay
28.75 29.75 1.00 0.40 Alternate Bands Of Lst. & Shale
29.75 30.75 1.00 0.28 Shale
30.75 31.75 1.00 0.22 ‘’
31.75 32.75 1.00 0.46 Alternate Bands Of Lst. & Shale
Borehole Closed At -32.75M.
RL 313.530M BH-NO-AS- 19 DRILL NO- 16
Date of Starting : 24.02.13
Date of Closing : 01.03.13
Total Depth : 32.15 M.
From To Run Core From To Run Core Lithology Sample No.
0.00 8.15 8.15 NIL Alluvium
8.15 9.15 1.00 0.75 Grey Fine Grained Fractured Lime Stone
1
9.15 10.15 1.00 0.75 ‘’ 2
10.15 11.15 1.00 0.96 ‘’ 3
11.15 12.15 1.00 0.40 Grey Fine Grained Fractured Lime Stone With
Clay At Bottom
4
12.15 13.15 1.00 0.90 Grey Fine Grained Fractured Lime Stone 5
13.15 14.15 1.00 0.75 ‘’ 6
14.15 15.15 1.00 0.90 ‘’ 7
15.15 16.15 1.00 0.76 Alternate Bands Of Lst. & Shale
16.15 17.15 1.00 0.90 Grey Fine Grained Fractured Lime Stone 8
17.15 18.15 1.00 0.60 Alternate Bands Of Lst. & Shale
18.15 19.15 1.00 0.63 Grey Fine Grained Fractured Lime Stone With
Clay Bands
9
19.15 20.15 1.00 0.53 ‘’ 10
20.15 21.15 1.00 0.30 Alternate Bands Of Lst. & Shale
21.15 22.15 1.00 0.15 Shale
22.15 23.15 1.00 0.70 Alternate Bands Of Lst. & Shale
23.15 24.15 1.00 0.75 Grey Fine Grained Fractured Lime Stone 11
24.15 25.15 1.00 0.65 28-2-
13
Grey Fine Grained Fractured Lime Stone Core
Grinded
12
25.15 26.15 1.00 0.15 Shale & Clay
26.15 27.15 1.00 0.10 ‘’
27.15 28.15 1.00 0.16 ‘’
28.15 29.15 1.00 0.17 ‘’
29.15 30.15 1.00 0.10 Clay
30.15 31.15 1.00 0.10 ‘’
31.15 32.15 1.00 0.03 ‘’
BOREHOLE CLOSED AT -32.15M.
RL 311.190M BH-NO-AS-20 DRILL NO-17
DOS- 25-2-13
DOC- 2-3-13
TOTAL DEPTH-28m.
` TO RUN CORE FROM TO RUN CORE LITHOLOGY SAMPLE NO.
0.00 6.10 6.10 NIL Alluvium
6.10 7.00 0.90 0.76 Grey Fine Grained Fractured Lime Stone 1
7.00 8.00 1.00 .90 ‘’ 2
8.00 9.00 1.00 0.15 8.00 8.82 0.82 NIL Clay
8.82 9.00 0.18 0.15 Grey Fine Grained Fractured Lime Stone
9.00 10.00 1.00 0.30 Alternate Bands Of Shale
10.00 11.00 1.00 0.18 -Lime Stone
11.00 12.00 1.00 0.38 Lime Stone And Clay
12.00 13.00 1.00 0.20 Shale & Clay
13.00 14.00 1.00 0.30 ‘’
14.00 15.00 1.00 0.66 28-2-
13
Shale Lime Stone And Clay
15.00 16.00 1.00 0.50 ‘’
16.00 17.00 1.00 0.57 ‘’
17.00 18.00 1.00 0.32 Shale
18.00 19.00 1.00 0.40 Shale And Lime Stone
19.00 20.00 1.00 0.36 Grey Fine Grained Fractured Lime Stone With
Clay At Bottom
20.00 21.00 1.00 0.30 Shaly Lime Stone With Clay At Top
21.00 22.00 1.00 0.35 Grey Fine Grained Fractured Lime Stone With
Clay Band
22.00 23.00 1.00 0.25 Shale And Clay
23.00 24.00 1.00 0.20
24.00 25.00 1.00 0.15 ‘’
25.00 26.00 1.00 0.10 ‘’
26.00 27.00 1.00 0.15 ‘’
27.00 28.00 1.00 0.05 ‘’
Borehole Closed At -28.00M.
RESULT OF LIMESTONE Ref. No. 90/Analysisl/F.No. 6/2011-12, Camp- Tala, Date 27.03.2015
From - Shri P.P. Mishra (A.G.)
S.No. Sample No. A.I. (SiO2%) R2O3% Fe2O3% Al2O3% CaO% MgO% L.O.I.% Total
1 PD-1/1 7.92 3.02 0.20 2.82 47.10 2.09 39.52 99.65
2 PD-1/2 6.42 2.66 0.20 2.46 47.78 2.25 40.4 99.51
3 PD-1/3 3.02 1.68 0.50 1.18 51.59 1.44 42.02 99.75
4 PD-1/4 2.20 1.48 0.60 0.88 51.14 2.25 42.7 99.77
5 PD-1/5 2.70 2.02 0.50 1.52 52.04 0.80 41.75 99.31
6 PD-1/6 8.56 3.24 0.50 2.74 47.55 1.45 38.58 99.38
7 PD-1/7 14.82 4.44 0.60 3.84 44.41 0.80 35.22 99.69
8 PD-1/8 14.54 5.44 0.70 4.74 41.05 3.22 35.04 99.29
9 PD-1/9 6.86 2.86 1.30 1.56 49.13 1.33 39.56 99.74
10 PD-1/10 7.20 2.58 0.70 1.88 50.02 0.32 39.37 99.49
11 PD-1/11 15.86 2.12 0.50 1.62 45.09 0.48 35.7 99.25
12 PD-1/12 14.40 2.54 0.60 1.94 44.64 1.45 36.42 99.45
13 PD-1/13 12.36 2.28 0.70 1.58 47.56 0.16 37.27 99.63
14 PD-2/1 9.78 2.68 0.70 1.98 47.78 0.97 38.33 99.54
15 PD-2/2 11.16 2.48 0.50 1.98 47.11 0.81 37.63 99.19
16 PD-2/3 8.16 2.50 0.50 2.00 47.78 1.61 39.04 99.09
17 PD-2/4 11.28 4.68 0.70 3.98 33.19 11.29 38.62 99.06
18 PD-2/5 10.82 3.16 0.30 2.86 37.91 8.38 39.09 99.36
19 PD-2/6 15.34 3.32 0.50 2.82 43.74 1.29 35.54 99.23
20 PD-2/7 16.38 4.32 0.80 3.52 43.06 1.12 34.58 99.46
21 PD-2/8 18.26 4.62 0.40 4.22 42.62 0.32 33.77 99.59
22 PD-2/9 17.68 4.86 0.40 4.46 42.84 0.32 33.68 99.38
23 PD-2/10 13.62 3.02 0.50 2.52 44.41 1.61 36.71 99.37
24 PD-2/11 14.36 4.14 0.70 3.44 41.72 2.74 36.59 99.55
25 PD-2/12 13.14 4.12 0.80 3.32 45.08 0.8 36.61 99.75
26 PD-5/1 8.30 3.70 0.30 3.40 48.00 0.96 38.97 99.93
27 PD-5/2 7.90 3.22 0.20 3.02 48.22 1.12 39.32 99.78
28 PD-5/3 7.14 2.60 0.30 2.30 48.67 1.29 39.85 99.55
29 PD-5/4 11.22 3.44 0.30 3.14 42.62 3.87 37.91 99.06
30 PD-5/5 12.92 5.56 0.40 5.16 41.72 2.9 36.14 99.24
31 PD-5/6 18.32 3.88 0.50 3.38 39.03 3.7 34.90 99.83
32 PD-5/7 8.42 2.28 0.10 2.18 47.55 1.93 39.49 99.67
33 PD-5/8 18.8 3.86 0.40 3.46 38.58 3.87 34.72 99.83
34 PD-5/9 15.06 5.76 0.40 5.36 40.37 2.9 35.08 99.17
35 PD-5/10 15.02 3.94 0.60 3.34 40.60 3.87 36.32 99.75
36 PD-5/11 13.44 4.86 0.40 4.46 42.17 2.74 36.32 99.53
37 PD-5/12 18.18 5.78 0.40 5.38 38.35 3.22 33.83 99.36
38 PD-5/13 19.80 5.28 0.30 4.98 38.35 2.58 33.12 99.13
39 PD-7/1 15.72 4.28 0.20 4.08 42.84 1.12 35.07 99.03
40 PD-7/2 7.48 3.36 0.40 2.96 48.00 1.12 39.15 99.11
41 PD-7/3 7.68 4.48 0.30 4.18 46.43 1.93 38.79 99.31
42 PD-7/4 11.20 7.44 0.40 7.04 43.06 1.66 35.83 99.19
43 PD-7/5 25.14 12.60 0.30 12.30 32.07 1.93 27.45 99.19
44 PD-7/6 13.10 5.42 0.20 5.22 43.06 1.93 36.13 99.64
45 PD-7/7 11.32 4.00 0.20 3.80 45.01 1.93 37.67 99.93
46 PD-7/8 16.38 8.34 0.40 7.94 39.92 1.45 33.12 99.21
47 PD-7/9 21.04 7.06 0.30 6.76 37.46 2.25 32.06 99.87
48 PD-7/10 24.04 8.78 0.40 8.38 34.09 2.58 29.76 99.25
49 PD-7/11 16.64 6.74 0.30 6.44 40.15 1.93 33.83 99.29
50 PD-7/12 14.08 7.42 0.20 7.22 40.82 2.25 34.71 99.28
51 PD-7/13 12.48 7.42 0.30 7.12 40.82 2.9 35.43 99.05
52 PD-7/14 23.2 6.82 0.20 6.62 36.78 1.77 30.91 99.48
53 PD-7/15 10.76 4.94 0.20 4.74 44.41 2.25 37.55 99.91
54 PD-8/1 6.30 3.62 0.50 3.12 46.43 3.06 39.96 99.37
55 PD-8/2 5.98 2.92 0.40 2.52 47.11 2.90 40.18 99.09
56 PD-8/3 8.90 3.26 0.50 2.76 44.19 4.03 39.34 99.72
57 PD-8/4 14.03 4.88 0.80 4.08 39.26 5.16 36.44 99.77
58 PD-8/5 13.88 4.02 0.70 3.32 39.70 5.00 36.86 99.46
59 PD-8/6 12.42 4.16 0.80 3.36 40.38 4.84 37.22 99.02
60 PD-8/7 8.58 3.78 0.60 3.18 45.09 3.23 38.98 99.66
61 PD-8/8 9.48 4.22 0.80 3.42 42.62 4.52 38.62 99.46
62 PD-8/9 15.14 3.38 0.70 2.68 38.13 5.97 36.68 99.30
63 PD-8/10 10.04 2.10 0.60 1.50 44.19 3.71 38.99 99.03
64 PD-8/11 21.70 5.20 1.10 4.10 38.13 1.93 32.24 99.20
65 PD-8/12 10.36 3.46 0.90 2.56 43.97 3.23 38.28 99.30
66 PD-8/13 9.04 2.90 0.80 2.10 47.11 1.61 38.98 99.64
67 PD-8/14 10.38 2.28 0.70 1.58 45.98 1.93 38.44 99.01
68 PD-8/15 13.38 2.98 0.80 2.18 44.86 1.13 36.67 99.02
69 PD-8/16 13.68 3.14 1.00 2.14 43.74 2.10 36.86 99.52
70 PD-8/17 28.16 4.40 1.10 3.30 32.53 4.03 30.12 99.24
71 PD-8/18 28.48 4.08 1.00 3.08 32.08 4.19 30.49 99.32
72 PD-10/1 16.22 5.18 1.30 3.88 39.93 3.06 34.90 99.29
73 PD-10/2 6.30 2.20 0.90 1.30 49.35 1.29 40.39 99.53
74 PD-10/3 4.28 2.86 0.80 2.06 49.85 1.29 40.75 99.03
75 PD-10/4 26.90 2.88 0.90 1.98 37.01 1.45 30.82 99.06
76 PD-10/5 16.26 4.68 1.10 3.58 42.62 1.13 34.90 99.59
77 PD-10/6 6.12 2.28 0.90 1.38 49.35 1.29 40.39 99.43
78 PD-10/7 5.38 4.26 0.30 3.96 48.67 1.12 39.67 99.10
79 PD-10/8 4.08 2.88 0.20 2.68 50.47 0.96 40.92 99.31
80 PD-10/9 16.78 8.28 0.40 7.88 41.05 0.64 33.14 99.89
81 PD-10/10 8.22 4.26 0.30 3.96 46.43 1.77 38.61 99.29
82 PD-10/11 8.22 4.30 0.30 4.00 48.00 0.32 38.40 99.24
83 PD-10/12 36.94 8.84 0.40 8.44 28.26 1.45 23.91 99.40
84 PD-10/13 15.50 5.36 0.30 5.06 43.51 0.48 34.85 99.70
85 PD-12/1 2.56 2.32 0.40 1.92 51.14 1.61 42.17 99.80
86 PD-12/2 6.90 5.04 0.40 4.64 46.88 1.93 39.15 99.90
87 PD-12/3 6.20 2.56 0.40 2.16 50.02 0.64 40.21 99.63
88 PD-12/4 2.12 1.72 0.20 1.52 52.04 1.29 42.25 99.42
89 PD-12/5 19.40 8.60 0.40 8.20 35.89 3.22 31.89 99.00
90 PD-12/6 6.24 4.20 0.30 3.90 44.86 4.03 39.87 99.20
91 PD-12/7 4.22 3.38 0.40 2.98 48.45 2.25 40.74 99.04
92 PD-13/1 3.24 2.22 0.20 2.02 49.78 2.41 41.98 99.63
93 PD-13/2 6.80 4.76 0.40 4.36 44.41 4.03 39.51 99.51
94 PD-13/3 12.14 6.40 0.70 5.70 38.13 5.97 36.68 99.32
95 PD-14/1 12.30 6.62 0.20 6.42 43.96 0.80 35.66 99.34
96 PD-14/2 14.72 6.88 0.30 6.58 42.39 0.48 34.71 99.18
97 PD-14/3 14.48 6.26 0.20 2.76 43.51 0.48 34.37 99.10
98 PD-14/4 13.44 7.30 0.30 7.00 42.39 1.29 34.89 99.31
99 PD-14/5 3.18 2.98 0.20 2.78 51.59 0.48 41.16 99.39
100 PD-14/6 3.74 2.46 0.40 2.06 51.36 0.48 41.05 99.09
101 PD-14/7 4.00 2.10 0.20 1.90 50.92 1.29 41.63 99.94
102 PD-14/8 4.20 1.98 0.30 1.68 51.59 0.32 41.07 99.16
103 PD-14/9 6.64 2.12 0.70 2.68 49.57 0.97 40.22 99.52
104 PD-14/10 5.14 3.30 1.20 2.10 50.02 0.80 40.39 99.65
105 PD-14/11 9.96 3.40 1.10 2.30 47.55 0.64 38.26 99.81
106 PD-14/12 12.72 3.68 1.20 2.48 45.09 0.97 36.67 99.13
107 PD-14/13 9.80 3.06 0.90 2.16 47.55 0.80 38.44 99.65
108 PD-14/14 7.08 2.74 0.70 2.04 49.35 0.64 39.68 99.49
109 PD-14/15 12.14 5.08 1.30 3.78 44.86 0.97 36.48 99.53
110 PD-14/16 10.14 3.08 1.00 2.08 47.33 0.80 38.27 99.62
111 PD-14/17 10.22 4.10 0.90 3.30 46.66 0.64 37.56 99.18
112 PD-14/18 10.86 3.82 0.70 3.12 46.43 0.80 37.55 99.46
113 PD-15/1 7.58 2.30 0.50 1.80 48.23 1.77 39.51 99.39
114 PD-15/2 5.26 2.14 0.40 1.74 49.80 1.45 40.40 99.05
115 PD-15/3 6.18 2.08 0.30 1.78 50.02 0.97 40.02 99.27
116 PD-15/4 6.90 2.30 0.20 2.10 49.57 0.97 39.73 99.47
117 PD-15/5 6.92 2.02 0.30 1.72 50.25 0.48 39.72 99.39
118 PD-15/6 6.10 2.32 0.20 2.12 50.25 0.81 40.08 99.56
119 PD-15/7 14.72 3.36 0.20 3.16 44.86 0.65 35.70 99.29
120 PD-15/8 14.92 3.60 0.20 3.40 44.64 0.65 35.50 99.31
121 PD-15/9 15.86 3.92 0.20 3.72 43.97 0.65 35.00 99.40
122 PD-15/10 11.12 2.82 0.20 2.62 46.88 0.97 37.60 99.39
123 PD-15/11 11.14 2.64 0.10 2.54 46.66 1.13 37.68 99.25
124 PD-15/12 11.76 3.12 0.30 2.82 46.43 0.81 37.11 99.23
125 PD-16/1 13.42 4.62 1.00 3.62 44.86 0.48 35.95 99.33
126 PD-16/2 13.08 4.12 1.10 3.02 45.09 0.64 36.32 99.25
127 PD-16/3 9.89 3.57 0.80 2.77 46.88 0.97 38.09 99.40
128 PD-16/4 11.40 3.76 0.90 2.86 45.76 1.13 37.39 99.44
129 PD-16/5 6.94 2.40 0.60 1.80 49.35 0.80 39.86 99.35
130 PD-16/6 9.10 3.18 0.70 2.48 47.55 0.96 38.61 99.40
131 PD-16/7 13.28 5.08 0.40 4.68 43.52 1.35 36.47 99.70
132 PD-16/8 6.18 2.08 0.60 1.48 50.02 1.12 40.27 99.67
133 PD-16/9 11.28 5.52 0.40 5.12 45.31 0.64 36.93 99.68
134 PD-16/10 10.58 3.24 0.40 2.84 47.55 0.80 37.43 99.60
135 PD-16/11 13.20 4.80 0.40 4.40 43.74 1.45 35.84 99.03
136 PD-17/1 13.22 3.74 0.50 3.24 44.86 1.12 36.38 99.32
137 PD-17/2 8.02 1.86 0.50 1.36 49.35 1.12 39.03 99.38
138 PD-17/3 8.04 1.92 1.00 0.92 49.57 0.86 39.07 99.46
139 PD-17/4 15.16 6.18 1.60 4.58 40.66 1.99 35.16 99.15
140 PD-18/1 6.04 4.30 1.50 2.80 47.33 1.93 39.93 99.53
141 PD-18/2 11.82 4.22 0.70 3.52 45.76 0.48 36.97 99.25
142 PD-18/3 23.48 6.64 0.40 6.24 38.58 0.11 30.74 99.55
143 PD-19/1 8.54 5.80 1.20 4.60 44.86 1.77 38.50 99.47
144 PD-19/2 8.14 5.82 0.30 5.52 42.14 4.83 38.64 99.57
145 PD-21/1 8.22 5.12 0.60 4.52 47.78 0.48 38.28 99.55
146 PD-21/2 6.52 4.48 1.90 2.58 48.67 0.32 39.16 99.15
147 PD-23/1 8.44 3.76 0.60 3.16 47.55 0.80 38.66 99.21
148 PD-23/2 12.04 4.26 1.10 3.16 42.39 3.22 37.71 99.62
149 PD-23/3 13.26 4.26 0.90 3.36 44.41 0.97 36.57 99.47
150 PD-23/4 8.02 3.22 1.00 2.22 48.9 0.80 38.68 99.62
151 PD-23/5 20.88 5.08 1.20 3.88 40.15 0.48 32.89 99.48
152 PD-23/6 22.24 5.86 1.20 4.66 39.25 0.32 31.43 99.10
153 PD-24/1 11.82 5.82 0.30 5.52 43.51 2.09 36.66 99.90
154 PD-24/2 9.94 5.26 0.40 4.86 44.86 1.77 37.37 99.20
155 PD-24/3 15.64 3.72 0.20 3.52 42.62 1.77 35.6 99.35
156 PD-24/4 13.88 3.96 0.40 3.56 42.62 2.58 36.49 99.53
157 PD-24/5 12.64 5.88 0.30 5.58 43.06 1.77 35.95 99.30
158 PD-24/6 2.34 2.12 0.40 1.72 50.02 2.58 42.34 99.40
159 PD-24/7 1.74 1.48 0.30 1.18 50.02 3.22 43.09 99.55
160 PD-24/8 5.96 3.8 0.60 3.20 47.1 2.90 40.39 99.65
161 PD-24/9 22.92 3.76 1.00 2.76 38.35 2.09 32.58 99.70
162 PD-24/10 24.52 5.16 0.80 4.36 37.01 1.77 31.17 99.63
163 PD-24/11 15.26 3.72 0.40 3.32 42.17 2.25 35.78 99.18
164 PD-24/12 11.16 4.00 0.60 3.40 45.08 1.61 37.38 99.23
165 PD-24/13 15.08 4.38 0.20 4.18 42.39 1.93 35.6 99.38
166 PD-26/1 8.08 4.60 0.40 4.20 45.08 2.74 38.62 99.12
167 PD-26/2 9.88 3.68 0.30 3.38 45.76 1.77 38.09 99.18
168 PD-26/3 12.78 3.96 0.20 3.76 42.17 3.38 37.02 99.31
169 PD-26/4 11.24 3.12 2.10 1.02 43.5 3.54 38.15 99.55
170 PD-26/5 14.24 4.08 1.90 2.18 38.8 5.00 36.91 99.03
171 PD-26/6 12.2 3.08 1.10 1.98 45.76 1.45 37.14 99.63
172 PD-26/7 12.26 3.22 2.20 1.02 43.74 2.74 37.3 99.26
173 PD-26/8 4.5 1.98 0.20 1.78 46.43 4.67 41.7 99.28
174 PD-26/9 15.04 5.12 1.80 3.32 39.92 3.87 35.69 99.64
175 PD-26/10 9.8 1.48 0.90 0.58 48 1.29 38.8 99.37
176 PD-26/11 12.2 3.46 2.10 1.36 41.49 5.00 37.48 99.63
177 PD-26/12 19.8 4.58 1.20 3.38 39.26 2.10 33.47 99.21
178 PD-26/13 18.02 3.28 1.00 2.28 41.72 1.77 34.89 99.68
179 PD-26/14 12.86 2.84 0.90 1.94 45.31 1.29 37.3 99.6
180 PD-26/15 22.28 4.44 1.20 3.24 38.81 1.45 32.24 99.22
181 PD-26/16 16.08 3.78 0.90 2.88 43.07 1.29 35.45 99.67
182 PD-26/17 11.54 2.92 0.70 2.22 46.21 1.13 37.74 99.54
183 PD-27/1 10.38 2.38 0.60 1.78 47.55 0.8 38.44 99.55
184 PD-27/2 6.92 2.64 0.80 1.84 49.35 0.64 39.68 99.23
185 PD-27/3 11.4 3.36 1.00 2.36 46.21 0.97 37.56 99.5
186 PD-27/4 13.28 2.94 0.80 2.14 45.76 0.8 37.03 99.81
187 PD-28/1 8.72 3.16 1.10 2.06 48 0.64 38.62 99.14
188 PD-28/2 6.8 3.64 1.20 2.44 48.9 0.8 39.25 99.39
189 PD-28/3 8.56 3.10 1.00 2.10 47.55 0.97 39.01 99.19
190 PD-28/4 6.22 3.82 0.90 2.92 49.35 0.48 39.48 99.35
191 PD-28/5 9.16 2.98 0.70 2.28 48 0.8 38.8 99.74
192 PD-28/6 6.68 2.46 0.80 1.66 49.8 0.64 40.04 99.62
193 PD-28/7 9.86 3.82 0.90 2.92 46.21 1.29 37.91 99.09
194 PD-28/8 10.06 3.18 1.00 2.18 46.66 1.45 38.45 99.8
195 PD-29/1 3.58 3.24 0.80 2.44 47.55 3.54 41.43 99.34
196 PD-29/2 3.42 2.12 0.80 1.32 50.02 1.93 41.95 99.44
197 PD-29/3 3.82 2.74 1.40 1.34 48.9 2.25 41.99 99.7
198 PD-29/4 3.42 2.24 1.00 1.24 50.69 1.93 41.35 99.63
199 PD-29/5 7.32 3.24 1.30 1.94 46.65 2.9 39.63 99.74
200 PD-29/6 8.5 3.26 1.30 1.96 45.31 3.54 39.07 99.68
201 PD-29/7 9.4 3.80 1.70 2.10 44.19 4.03 38.15 99.57
202 PD-29/8 8.02 1.86 1.50 0.36 45.31 4.03 39.91 99.13
203 PD-29/9 10.5 4.08 0.80 3.28 43.29 3.54 38.15 99.56
204 PD-29/10 9.02 3.04 0.80 2.24 45.08 3.22 39.15 99.51
205 PD-29/11 9.72 3.86 1.10 2.76 41.49 5.64 38.86 99.57
206 PD-29/12 12.96 4.08 1.30 2.78 43.74 2.58 36.25 99.61
207 PD-29/13 20.16 5.78 0.60 5.18 40.6 0.96 32.24 99.74
208 PD-29/14 12.52 3.32 0.70 2.62 45.31 1.61 36.83 99.59
209 PD-29/15 12.84 4.82 0.80 4.02 41.27 3.54 36.76 99.23
210 PD-29/16 11.46 2.82 0.90 1.92 46.2 1.77 37.24 99.49
211 PD-29/17 9.52 3.08 1.00 2.08 47.78 0.64 38.44 99.46
212 PD-29/18 13.42 4.10 1.20 2.90 44.86 0.8 36.31 99.49
213 PD-30/1 5.40 2.68 0.80 1.88 50.02 0.97 40.56 99.63
214 PD-30/2 5.18 2.82 0.90 1.92 50.47 0.48 40.37 99.32
215 PD-30/3 8.40 2.98 0.80 2.18 47.1 1.93 39.3 99.71
216 PD-30/4 9.32 3.28 1.00 2.28 46.43 1.77 38.61 99.41
217 PD-30/5 10.12 3.08 0.90 2.18 45.98 1.93 38.44 99.55
218 PD-30/6 5.14 2.72 0.70 2.02 50.25 0.8 40.57 99.48
219 PD-30/7 9.12 2.68 0.80 1.88 48 0.8 38.8 99.4
220 PD-30/8 14.42 3.68 1.00 2.68 39.26 5.16 36.68 99.2
221 PD-30/9 15.94 3.82 1.10 2.72 38.81 4.71 35.88 99.16
222 PD-30/10 16.74 3.62 1.00 2.62 40.82 2.74 35.24 99.16
223 PD-30/11 15.30 3.84 1.10 2.74 39.26 4.84 36.33 99.57
224 PD-30/12 19.88 4.16 1.20 2.96 37.01 4.19 33.83 99.07
225 PD-30/13 19.10 3.18 1.00 2.18 41.5 1.45 34.4 99.63
226 PD-30/14 16.18 4.34 1.30 3.04 41.95 1.77 35.08 99.32
227 PD-30/15 8.28 4.20 0.30 3.9 46.2 2.58 38.63 99.89
228 PD-30/16 8.02 4.48 0.40 4.08 47.55 0.96 38.54 99.55
229 PD-30/17 11.46 4.18 0.20 3.98 45.08 1.77 36.92 99.41
230 PD-30/18 24.20 5.64 1.20 4.44 37.23 2.09 30.5 99.66
231 PD-32/1 8.92 4.90 0.30 4.60 39.45 7.25 38.74 99.26
232 PD-32/2 15.54 4.52 0.30 4.22 32.3 10.32 36.54 99.22
233 PD-32/3 14.36 5.76 0.70 5.06 30.73 11.77 36.51 99.13
234 PD-32/4 8.24 4.82 1.10 3.72 42.17 5.32 38.71 99.26
235 PD-32/5 11.38 3.24 0.40 2.84 41.72 4.67 38.22 99.23
236 PD-32/6 12.04 2.68 0.30 2.38 42.84 4.03 37.9 99.49
237 PD-32/7 11.14 2.34 0.70 1.64 44.86 3.06 38.11 99.51
238 PD-32/8 11.02 2.04 0.90 1.14 46.65 1.61 38.3 99.62
239 PD-32/9 11.24 2.22 0.80 1.42 43.74 4.35 38.13 99.68
240 PD-32/10 11.04 2.44 0.50 1.94 44.19 3.38 38.73 99.78
241 PD-32/11 10.24 1.64 0.60 1.04 47.1 1.61 38.93 99.52
242 PD-32/12 10.62 1.24 0.40 0.84 44.86 3.38 38.93 99.03
243 PD-32/13 17.66 5.04 1.20 3.84 41.95 0.8 34.02 99.47
244 PD-32/14 20.32 4.80 1.10 3.70 40.38 0.97 32.95 99.42
245 PD-32/15 20.24 5.20 1.30 3.90 40.6 0.64 32.77 99.45
246 PD-32/16 14.08 4.10 1.00 3.10 44.86 0.48 35.94 99.46
247 PD-32/17 13.02 4.16 1.10 3.06 45.31 0.8 36.42 99.71
248 PD-32/18 16.86 4.42 1.00 3.42 42.62 0.97 34.72 99.59
249 PD-34/1 7.12 2.88 0.70 2.18 49.35 0.8 39.48 99.63
250 PD-34/2 6.12 2.68 0.80 1.88 49.8 0.64 40.04 99.28
251 PD-34/3 4.98 2.08 0.90 1.18 50.7 0.8 40.93 99.49
252 PD-34/4 6.02 1.82 0.70 1.12 50.02 0.97 40.57 99.4
253 PD-34/5 8.90 2.42 0.80 1.62 47.11 1.77 39.15 99.35
254 PD-34/6 11.20 2.80 0.70 2.10 45.54 1.93 38.09 99.56
255 PD-34/7 8.96 2.44 0.80 1.64 47.55 1.29 38.97 99.21
256 PD-34/8 10.08 2.70 0.90 1.80 46.66 1.45 38.45 99.34
257 PD-34/9 12.60 3.12 1.00 2.12 44.86 1.61 37.2 99.39
258 PD-34/10 11.84 3.32 0.90 2.42 45.54 1.29 37.38 99.37
259 PD-34/11 12.38 3.90 0.80 3.10 40.6 5.32 37.57 99.77
260 PD-34/12 11.42 3.82 0.80 3.02 40.83 5.65 38.08 99.8
261 PD-34/13 16.04 3.20 0.60 2.60 43.52 1.29 35.36 99.41
262 PD-34/14 16.20 3.18 0.80 2.38 43.74 1.13 35.44 99.69
263 PD-34/15 8.06 2.50 0.50 2.00 49.57 0.32 39.02 99.47
264 PD-34/16 13.88 3.70 1.30 2.40 45.76 0.32 36.04 99.7
265 PD-34/17 7.96 2.04 0.80 1.24 48.45 1.29 39.31 99.05
266 PD-34/18 31.52 7.52 1.20 6.32 25.35 7.10 27.68 99.17
267 PD-34/19 42.86 7.50 0.50 7.00 23.78 3.23 22.3 99.67
268 PD-38/1 8.68 1.20 0.40 0.80 44.86 4.84 40.31 99.89
269 PD-38/2 7.18 1.32 0.30 1.02 48.00 2.74 40.32 99.56
270 PD-38/3 6.98 1.70 0.30 1.40 49.35 1.45 39.88 99.36
271 PD-38/4 9.04 1.52 0.20 1.32 47.11 2.10 39.26 99.03
272 PD-38/5 9.34 1.02 0.20 0.82 47.56 2.26 39.49 99.67
273 PD-38/6 9.48 1.38 0.20 1.18 45.76 3.39 39.45 99.46
274 PD-38/7 13.46 2.06 0.30 1.76 43.29 3.39 37.63 99.83
275 PD-38/8 14.04 2.58 0.40 2.18 41.50 4.19 36.93 99.24
276 PD-38/9 12.42 6.40 0.20 6.20 36.56 7.42 36.68 99.48
277 PD-38/10 11.42 5.24 0.30 4.94 38.13 7.26 37.61 99.66
278 PD-38/11 16.58 5.24 0.30 4.94 38.36 4.52 34.71 99.41
279 PD-38/12 23.92 8.20 0.40 7.80 34.55 2.90 30.1 99.67
280 PD-38/13 13.68 4.14 0.40 3.74 42.62 2.90 36.3 99.64
281 PD-38/14 14.30 4.20 0.20 4.00 40.6 4.19 36.28 99.57
282 PD-38/15 13.58 4.28 0.40 3.88 41.72 3.71 36.5 99.79
283 PD-38/16 14.50 4.46 0.30 4.16 42.17 2.56 35.75 99.44
284 PD-39/1 16.04 4.70 1.30 3.4 42.84 0.96 34.5 99.04
285 PD-39/2 10.54 3.04 0.40 2.64 47.78 0.32 37.65 99.33
286 PD-39/3 19.64 4.10 0.70 3.4 39.48 2.74 33.8 99.76
287 PD-39/4 9.24 3.00 0.20 2.8 46.43 2.09 38.5 99.26
288 PD-39/5 5.96 1.62 0.10 1.52 50.92 0.48 40.26 99.24
289 PD-39/6 2.4 1.86 0.10 1.76 53.38 0.16 41.8 99.6
290 PD-39/7 2.84 1.80 0.10 1.7 52.93 0.48 41.72 99.77
291 PD-39/8 3 2.06 0.10 1.96 52.71 0.16 41.3 99.23
292 PD-39/9 4.84 2.44 0.20 2.24 50.47 1.29 40.47 99.81
293 PD-39/10 8.54 2.36 0.20 2.16 47.78 1.61 39.03 99.32
294 PD-39/11 9.02 2.08 0.30 1.78 48.67 0.8 38.94 99.51
295 PD-39/12 6.72 2.18 0.30 1.88 48.22 2.09 39.9 99.11
296 PD-39/13 4.57 3.36 0.40 2.96 49.57 1.45 40.3 99.25
297 PD-39/14 20.76 3.92 0.40 3.52 41.05 0.8 32.89 99.42
298 PD-39/15 11 4.12 0.50 3.62 45.31 1.93 37.5 99.86
299 PD-39/16 13.14 3.54 0.50 3.04 36.33 8.38 37.64 99.03
300 PD-39/17 26.08 4.80 0.70 4.1 37.01 1.12 30.76 99.77
301 PD-41/1 8.16 3.90 0.50 3.4 43.74 3.87 39.54 99.21
302 PD-41/2 11.34 4.18 0.60 3.58 39.25 6.12 38.15 99.04
303 PD-41/3 13.88 5.18 0.70 4.48 34.99 7.74 37.24 99.03
304 PD-41/4 13.54 4.92 0.40 4.52 36.33 7.09 37.59 99.47
305 PD-41/5 19.82 4.68 0.70 3.98 34.76 6.61 34.01 99.88
306 PD-41/6 18.08 4.22 0.40 3.82 35.44 6.12 35.41 99.27
307 PD-41/7 33.58 4.96 0.60 4.36 29.83 3.38 27.62 99.37
308 PD-41/8 24.22 3.87 0.60 3.27 37.23 1.61 32.26 99.19
309 PD-41/9 11.9 3.22 0.40 2.82 43.06 3.70 37.6 99.48
310 PD-41/10 20.14 3.00 0.30 2.7 38.58 2.90 35.27 99.89
311 PD-41/11 12.78 2.23 0.40 1.83 44.86 1.93 37.87 99.67
312 PD-41/12 18.76 2.84 0.60 2.24 38.13 3.70 36.07 99.5
313 PD-41/13 14.78 5.80 0.70 5.10 40.82 2.74 35.69 99.83
S.No. Sample No. A.I. (SiO2%) Fe2O3% Al2O3% CaO% MgO% L.O.I.% Total
1 AS-2/1 9.75 1.39 0.89 45.4 2.61 36.93 96.97
2 AS-2/2 11.51 1.99 1.27 45.36 1.11 36.03 97.27
3 AS-2/3 11.36 2.59 0.76 44.68 1.71 35.98 97.08
4 AS-2/4 15.19 3.98 2.53 41.39 2.11 32.64 97.84
5 AS-10/1 9.77 1.20 1.9 45.64 1.61 37.94 98.06
6 AS-10/2 17.46 1.79 1.52 40.29 3.82 32.31 97.19
7 AS-10/3 8.37 1.40 1.52 46.92 1.81 38.18 98.2
8 AS-10/4 4.17 2.39 0.63 49.11 2.82 40 99.12
9 AS-10/5 5.24 1.19 1.52 45.66 3.41 41.78 98.8
10 AS-10/6 7.50 1.00 0.51 43.14 4.93 41.91 98.99
11 AS-10/7 9.24 1.79 1.52 44.76 2.01 38.98 98.3
12 AS-10/8 15.73 1.20 1.77 39.45 5.02 35.86 99.03
13 AS-10/9 9.11 1.20 1.65 40.57 3.12 42.35 98.00
14 AS-10/10 8.84 1.40 1.39 41.00 4.12 41.35 98.1
15 AS-13/1 15.81 1.39 3.16 41.67 1.41 34.64 98.08
16 AS-13/2 9.33 1.99 2.02 46.93 2.31 36.96 99.54
17 AS-13/3 13.3 1.99 1.52 36.65 2.01 41.79 97.26
18 AS-13/4 7.54 1.39 2.79 46.31 3.22 38 99.25
19 AS-13/5 3.44 0.80 1.9 51.42 1.21 40.52 99.29
20 AS-13/6 2.36 0.80 1.77 51.74 0.7 41.02 98.39
21 AS-13/7 2.47 0.80 2.16 53.06 0.8 40.17 99.46
22 AS-13/8 4.07 0.99 2.16 49.66 2.21 39.42 98.51
23 AS-13/9 3.99 0.79 2.27 49.08 2.51 40.06 98.7
24 AS-13/10 2.24 1.19 3.29 44.99 2.11 45 98.82
25 AS-13/11 8.12 1.40 1.65 46.49 2.21 37.5 97.37
26 AS-13/12 6.65 1.19 2.03 47.22 2.91 38.97 98.97
27 AS-13/13 6.48 1.39 0.76 48.90 1.91 38.85 98.29
28 AS-13/14 6.5 0.80 1.4 48.60 2.21 39.21 98.72
29 AS-13/15 11.8 1.19 2.15 44.39 2.11 36.91 98.55
30 AS-13/16 12.62 1.70 2.78 42.58 1.1 37.5 98.28
31 AS-16/1 11.52 0.10 2.98 31.18 13.71 39.71 99.2
32 AS-16/2 15.48 0.10 2.92 28.71 14.19 38.28 99.68
33 AS-16/3 14.6 0.2 2.54 30.73 13.71 37.98 99.76
34 AS-16/4 8.22 0.20 6.22 36.78 9.03 38.98 99.43
35 AS-16/5 20.46 0.30 7.5 30.5 7.9 32.78 99.44
36 AS-16/6 24.02 0.20 5.24 26.91 10.48 32.77 99.62
37 AS-16/7 17.54 0.10 4.18 37.68 4.67 34.89 99.06
38 AS-16/8 24.4 0.30 6.42 35.89 2.09 30.64 99.74
39 AS-16/9 14.52 0.20 4.22 44.41 0.32 35.43 99.10
40 AS-16/10 10.02 0.10 4.52 45.31 1.61 37.56 99.12
41 AS-19/1 6.64 1.20 2.33 47.14 1.41 39.43 98.15
42 AS-19/2 7.67 1.20 1.78 47.32 1.91 38.8 98.68
43 AS-19/3 5.46 0.80 1.14 46.97 1.11 42.5 97.98
44 AS-19/4 5.16 1.19 0.76 46.68 2.01 43.43 99.23
45 AS-19/5 10.88 1.59 1.27 43.1 1.81 39.6 98.25
46 AS-19/6 12.06 1.39 1.90 42.51 1.21 38.89 97.96
47 AS-19/7 10.42 1.40 1.65 40.6 1.01 42.98 98.06
48 AS-19/8 7.77 3.58 1.01 43.98 1 41.02 98.36
49 AS-19/9 10.44 1.80 1.14 39.07 4.43 42.45 99.33
50 AS-19/10 17.81 0.99 1.39 44.01 2.51 31.56 98.27
51 AS-19/11 12.73 1.40 1.65 41.73 5.54 35.95 99.00
52 AS-19/12 7.31 0.80 1.9 43.59 2.01 42.48 98.09
53 AS-20/1 9.42 0.40 4.62 43.51 3.22 37.91 99.08
54 AS-20/2 18.44 0.2 4.08 38.58 3.87 34.72 99.89
Localty Index
S.N. Name of Loacality Latitude Longitude Toposheet
No.
1 Tala 24021'44'' 81
011'29'' 63-H/3
2 Bandarkha 24023'48'' 81
010'55'' 63-H/3
3 Sannehi 24024'09'' 81
011'10'' 63-H/3
4 Vigauri 24023'26'' 81
011'10'' 63-H/3
5 Dithaura 24024'52'' 81
011'59'' 63-H/3
6 Kemalha 24025'00'' 81
012'48'' 63-H/3
7 Marhi 24024'22'' 81
013'11'' 63-H/3
8 Jagahatha 24025'22'' 81
013'11'' 63-H/3
9 Ajmain 24003'43'' 81
012'54'' 63-H/3
10 Bhadawa 24025'30'' 81
012'10'' 63-H/3
Apendix
S.K. Pandya, S.G. & R.H. Supervising Officer
(Mob. No. 9425846710)
P.P.Mishra, Astt Geologist & CIC Author of This Report
(Mob. No. 9425964800)
List of Personnel
S.N. Name of Staff Designation
1 Shri R.K. Gohiya Topo Surveyor
2 Shri V.K. Kori D.M.
3 Shri SherAli A.D.
4 Shri Subhash Nilekar A.D.
5 Shri Kailash Patel A.D.
6 Shri Aldril Lakda A.D.
7 Shri Lamu Singh Urati Helper
8 Shri Munna Prasad Sen Truck Driver
9 Shri Banwari Yadav Tractor Driver
10 Shri Ram Sewak Truck Driver
7. Graphic litho log of Pondikalan block Scale 1:200
Pondi kalan Limestone block
Tehsil Amarpatan District Satna, (M.P.)
(Reporting of Minerals Resources as per part iv a Minerals (Evidence of Mineral content) Rules 2015
S.No. Contents Explanation
1. Title & Ownership The Director, Directorate of Geology and Mining M.P.
E-mail id - [email protected]
Phone No. 0755-2551795
Details of period of prospecting – The block was part of
project “prospecting of all grades of limestone in Pondi
kalan area” and was initiated in field session 2011-12
and continued upto 2015-16.
Details of exploration agency – The Directorate of
Geology and Mining M.P. Mineral Resources
Department govt. of M.P.
2. Details of the area Village – Pondi kalan , District – satna M.P.
Survey of India Toposheet No. 63 H/3.
The details of the area with land use – Agricultural
land. The total area of the prospected block is 54 Hect.
3. Infrastructure & Environment The block is located at about 40 km west of Rewa and
well connected with Rewa Pondi kalan all weather
road. The area is characterized by sub tropical
conditions. The details are given in report (chapter – 1)
4. Previous Exploration The area was identified during the course of
reconnaissance survey in 2004-05 by Shri C.K. Nema
Diputy. Directore, tech. The details are given in report
(chapter – 2)
5. Geology The limestone belongs to Bhander group of Vindhyans.
Bhanders include shales and limestone. The details
are given in report (chapter – 4)
6. Aerial/ ground geophysical/
geochemical data
Not required
7. Technological investigation Topographical survey, detailed geological mapping and
surface sampling, and core drilling and core sampling.
The details are given in report (chapter – 4 & 5)
8. Location of Data points Sub surface geological data acquired through core
drilling, at 200 x 200 M grid interval. The details are
given in report (chapter – 5)
9. Sampling Techniques Core samples were obtained, at an interval of 1 M, by
breaking the core longitudinally, followed by coning
and quartering and crushing to 100 mesh size. Details
given in report (chapter – 5)
10. Drilling Technique & Drill Sampling
employed
Calyx types drill machines were deployed to obtain
core and each borehole was drilled up to a depth of 30
M, as per The IBM specifications. The core samples
were obtained, at an interval of 1 M, by breaking the
core longitudinally, followed by coning and quartering
and crushing to 100 mesh size. The details given in
report (chapter – 5)
11. Sub sampling techniques and
sample preparation
Each sample was prepared one was crushed up to 100
mesh size in duplicates, one was dispatched to
department chemical lab and the other one was kept
for future reference. The details given in report
(chapter– 5)
12. Quality of assay data and
laboratory tests
The Samples was analyzed in the department
chemical laboratory. The wet method technique is used
for analysis. All the quality checks are employed.
13. Moisture N/A
14. Bulk Density Specific Gravity – 2.5 is used for calculation of
reserves of Mineral.
15. Resource Estimation Techniques The resources were estimated by using borehole
influence method, as well as by calculating the
mineralized area and multiplying by average thickness
to obtain volume. The volume is multiplied by standard
specific gravity i.e. 2.5 the estimated total resources of
the block are of the order of 14.58 MT. of cement
grade limestone. The details are given in report
(chapter – 6)`
16. Annexure/enclosures to the report Chemical analysis results of samples, locality index,
location map, reconnaissance survey map on 1”50,000
scale, detailed geological map on 1:4000 scale, grid
plan and borehole plan on cadastral map on 1;4000
scale contour map, graphic lithologs.
17. Any other information The block is proposed for e Auction of Mining Lease.
P.P. Mishra (Assistant Geologist)
Regional Office Rewa (M.P.)