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APPENDIX 2-2
Geological Survey Results
Preparatory Survey (II) on Karachi Circular Railway Revival Project Final Report
JICA NK-YEC-JEC
1. List of Boreholes
Rig
htL
eft
From
To
KC
R/B
H-1
RC-
001
021
.53
15.5
3-
38.2
020
.00
3107
3627
5369
929
2.18
Drig
h R
oad
Stat
ion B
uild
ing
Via
duct
Drig
h Ro
adD
epot
Hill
10.0
/8.0
Bet
wee
n Fo
ot O
ver B
ridge
& P
olic
e St
atio
n at
Drig
h R
oad
Stat
ion.
stat
ion
Drig
hroa
d
KC
R/B
H-2
RC-
009
048
0.83
13.8
6-
25.8
020
.00
3111
9527
5371
645
9.30
On
Gro
und
Viad
uct
Drig
h R
oad
Dep
ot H
ill10
.5/8
.0A
t the
end
of P
R b
ound
ry w
all a
t Drig
h R
oad
Stat
ion,
nea
r und
er p
ass f
or D
righ
Roa
d Ca
nt A
rea,
bet
wee
n PR
Km
mar
ker 1
9/4
& 1
9/5
KC
R/B
H-3
RC-
015
084
0.83
14.8
3-
2.70
20.0
031
1549
2753
724
360.
00O
n G
roun
dGr
ound
Drig
h R
oad
Dep
ot H
ill26
.0/1
9.0
Prop
osed
Und
er P
ass f
or S
hah
Faisa
l Col
ony,
Bet
wee
n PR
Km
mar
ker 1
9/9
&19
/10
unde
rpas
sK
CR
/BH
-4R
C-02
61
501.
3916
.39
-29
.40
20.0
031
1729
2754
314
660.
56O
n Gr
ound
Gro
und
Drig
h Ro
adD
epot
Hill
19.0
/ lef
t sid
eB
etw
een
hom
e an
d ou
ter s
ignal
of D
epot
Hill,
nea
r CO
D B
ridge
.K
CR
/BH
-5R
C-03
42
2.66
17.6
6-
29.8
020
.00
3117
4727
5480
550
1.27
On
Gro
und
Gro
und
Dep
ot H
illU
niver
sity
19.0
/CO
D le
ft sid
eK
CR
Cul
vert
No.
2 (S
tn. 2
+040
), C
OD
Are
a
KC
R/B
H-6
RC-
042
248
3.60
18.6
0-
33.2
015
.00
3117
2027
5528
748
0.94
On
Gro
und
Grou
ndD
epot
Hill
Uni
vers
ity19
.0/9
.0 L
T. S
ide
CO
DO
ppos
ite "e
nd o
f Air
Port
fenc
e", C
OD
are
a.
KC
R/B
H-7
RC-
050
296
2.32
22.3
2-
17.6
015
.00
3116
5127
5574
347
8.72
On
Gro
und
Grou
ndD
epot
Hill
Uni
vers
ity19
.6/9
.3 C
OD
Wal
lSi
deO
ppos
ite R
abia
City
, CO
D a
rea.
KC
R/B
H-8
RC-
057
338
2.81
25.8
119
.50
-15
.00
3113
4727
5602
142
0.49
On
Grou
ndG
roun
dD
epot
Hill
Univ
ersit
y15
/10.
6 C
OD
Wall
Insid
e R
ufi B
angl
ows,
at e
mpt
y pl
ot, G
ulist
an-e
- Joh
ar -
19
KC
R/B
H-9
RC-
066
390
3.76
26.7
6-
9.40
15.0
031
0833
2756
069
520.
95O
n G
roun
dGr
ound
Dep
ot H
illU
nive
rsity
21.3
/L-x
ing
leve
lcr
ossin
gK
CR
Old
leve
l - X
No.
2, B
EHIN
D W
atch
man
Roo
m, G
ulisa
tn-e
- Joh
ar -
19
KC
R/B
H-1
0R
C-0
744
382.
4629
.46
-9.
5015
.00
3103
7527
5593
547
8.70
On
Gro
und
Gro
und
Dep
ot H
illU
niver
sity
8.6/
7.7
Soci
ty R
oad
Bet
wee
n Jo
uhar
Brid
ge a
nd le
vel -
X N
o.2,
Guli
satn
e-e-
Joh
ar -
19
KC
R/B
H-1
1R
C-0
834
921.
6032
.60
-0.
5015
.00
3098
5027
5596
753
9.14
Gul
istan
-e-J
ohar
Stat
ion B
uild
ing
culv
ert
Dep
ot H
illU
nive
rsity
Insid
e cu
tting
/32.
7w
idth
Infro
nt o
f Sam
ama
Cor
ner A
partm
ent N
ear G
ulist
an-e
- Joh
ar R
oad
Ove
r Brid
ge(U
nder
wat
er).
stat
ion
Joha
r
KC
R/B
H-1
2R
C-0
905
361.
5233
.52
-1.
2015
.00
3095
6027
5629
043
9.92
Tunn
elcu
lver
tD
epot
Hill
Uni
vers
ityIn
side
cutti
ng/1
5.0
Wid
thLt
. Sid
e of
trac
k, in
fron
t of a
bdul
lah
hous
e, E-
84, P
RECH
S B
lock
-10A
, Gul
shan
-e-
Iqba
l.B
-5(2
011)
KC
R/B
H-1
3R
C-0
995
880.
7935
.80
1.50
-15
.00
3092
8427
5673
051
9.27
Alla
din
Stn.
Bui
lding
, Tun
nel
culv
ert
Dep
ot H
illU
nive
rsity
Insid
e cu
tting
/15.
0W
idth
Bac
k Si
de o
f Tel
enor
Par
king
end
of (
Rad
o H
ill A
ppar
tmen
t), M
oon
Buil
ders
App
artm
ents
(Acr
oss
the
Chan
nal).
stat
ion
Ara
dinK
CR
/BH
-14
RC
-115
684
1.02
38.0
22.
30-
15.0
030
8493
2757
130
960.
23Tu
nnel
culve
rtD
epot
Hill
Univ
ersit
y6.
0/15
.0 B
enaz
ir B
asti
Jum
ma
Got
h (N
IPA
), O
ppos
ite w
hite
Mos
que,
STn
-22+
800
at R
ight
sid
e of
trac
k.B
-6(2
011)
KC
R/B
H-1
5R
C-1
247
381.
4035
.40
-9.
0615
.00
3079
7327
5698
454
0.38
Nip
a St
ation
Bui
lding
Gro
und
Uni
vers
ityU
rdu
Coll
ege
7.7/
15.0
Bac
k Si
de o
f PR
Qua
rter a
t NIP
A, L
eft S
ide
of T
rack
,Nea
r Nip
a B
ridge
stat
ion
Nip
aK
CR
/BH
-16
RC
-133
794
1.75
32.7
514
.67
-15
.00
3074
2427
5686
856
0.35
On
Gro
und
Gro
und
Uni
vers
ityU
rdu
Col
lege
Und
er B
ridge
/9.0
In F
ront
of C
usto
m C
lub
Can
tene
, Und
er A
ziz B
hatti
Par
k Ro
adO
ver B
ridge
KC
R/B
H-1
7R
C-1
398
281.
2031
.20
8.05
-15
.00
3070
9727
5677
633
9.45
On
Gro
und
Via
duct
Uni
vers
ityU
rdu
Col
lege
6.0/
7.6
New
L-x
ing
Nea
r Aqs
a M
osqu
e,A
t Lev
el C
ross
ing
,Beh
ind
PTC
L Ex
chan
ge B
uild
ing,
Gul
Shan
-e-I
qbal
KC
R/B
H-1
8R
C-1
438
541.
3229
.32
8.30
-15
.00
3068
4527
5671
126
0.12
On
Gro
und
Viad
uct
Urd
u C
olleg
eGila
ni13
.0/2
5.0
Urd
u C
olleg
e St
atio
n Pl
atFo
rm,G
illani
Sta
tion
side,
Rig
ht S
ide o
f Tra
ck,N
ear
Ban
glow
No.
L-2
1/3/
1/1,
Gul
shan
-e-I
qbal
Blo
ck -1
3K
CR
/BH
-19
RC
-152
961
.48
27.4
8-
10.0
015
.00
3063
8827
5646
652
0.16
Elev
ated
Viad
uct
Urd
u C
olleg
eGila
ni12
.3/1
5.0
Soci
ety
In F
ront
of B
anglo
w N
o. B
-36
Gul
shan
-e-I
qbal
13-
C, O
ppos
ite M
obilin
k To
wer
KC
R/B
H-2
0R
C-1
619
601.
1426
.14
-28
.80
15.0
030
5924
2756
189
539.
66G
ilani
Stat
ion
Bui
lding
Via
duct
Urd
u C
olleg
eGila
ni20
.0/1
5.0
Stat
ion
Nea
r Gila
ni S
tatio
n ,B
uildi
ng S
tairs
, Rig
ht s
ide
stat
ion
Gila
ni
KC
R/B
H-2
1R
C-1
7610
501.
0724
.07
4.76
-15
.00
3051
0427
5583
089
9.93
Elev
ated
Viad
uct
Gila
niLi
aqua
taba
d7.
7/7.
7 La
khan
iH
eigh
tsSa
hba
Akh
tar L
evel
Cro
ssing
, Lef
t end
of G
ilani
Sta
tioni
on S
ide
, Nea
r Mos
que,
L-xi
ng #
7
KC
R/B
H-2
2R
C-1
8611
141.
6015
.60
6.75
-15
.00
3045
3527
5607
164
0.53
Elev
ated
Viad
uct
Gila
niLi
aqua
taba
d7.
7/15
.0 W
all
In L
yari
Rive
r Bed
, Rig
ht si
de o
f Tra
ck N
ear 2
nd P
ier o
f KC
R B
ridge
, Ins
ide
Lyar
iR
iver
.
KC
R/B
H-2
3R
C-1
8811
225.
3319
.33
-36
.00
15.0
030
4443
2756
087
83.7
3El
evat
edV
iaduc
tG
ilani
Liaq
uata
bad
16.5
/6.0
Und
erex
pres
sway
Und
er L
iyar
i Exp
ress
Way
,Yas
inab
ad (L
iaqua
tabd
) Int
erch
ange
, Und
er L
yari
Expr
essw
aybr
idge
KC
R/B
H-2
4R
C-1
9111
422.
0122
.01
21.7
0-
20.0
030
4319
2756
250
196.
68Y
asin
abad
Stat
ion B
uild
ing
Via
duct
Gila
niLi
aqua
taba
d15
/7.7
Prop
ose
Yas
inab
ad S
tatio
n ,N
ear L
evel-
X an
d U
-Fon
e To
wer
,Rig
ht e
nd o
fLi
aqua
taba
d St
atio
n Si
de, a
fter L
-Xin
g #
8st
atio
npr
opos
edK
CR
/BH
-25
RC
-199
1190
0.41
20.4
112
.00
-20
.00
3039
3027
5652
847
8.40
Elev
ated
Viad
uct
Gila
niLi
aqua
taba
d15
.0/6
.0St
ation
17+
740
Ghar
iaba
d, R
ight
Sid
e
KC
R/B
H-2
6R
C-2
0812
440.
4020
.40
-22
.90
20.0
030
3476
2756
821
539.
99Li
aqua
taba
dSt
ation
Bui
ldin
gG
roun
dG
ilani
Liaq
uata
bad
15.0
/7.7
Stn
. Bld
g.Li
aqua
taba
d St
atio
n B
uild
ing, N
ear B
ilding
Sta
irs
KC
R/B
H-2
7R
C-2
1913
120.
9021
.90
10.6
0-
20.0
030
2949
2757
254
680.
50El
evat
edG
roun
dLi
aqua
taba
dN
orth
Naz
imab
ad15
.0/6
.0N
ear M
osa
Col
ony,
PM
T, (S
tn.1
6+54
0) ,
near
L-x
ing#9
stat
ion
Liaq
uatb
adK
CR
/BH
-28
RC
-229
1372
1.43
21.4
310
.50
-20
.00
3024
1827
5752
260
0.53
Elev
ated
Via
duct
Liaq
uata
bad
Nor
th N
azim
abad
6.0/
15.0
Guj
ar N
ala
, Moo
sa C
olon
y En
d , R
ight
Sid
e, (G
ujjar
Nal
a)K
CR
/BH
-29
RC
-230
1376
3.51
22.5
12.
60-
20.0
030
2375
2757
523
42.0
8El
evat
edV
iaduc
tLi
aqua
taba
dN
orth
Naz
imab
ad6.
0/15
.0G
ujar
Nal
a , M
ujah
id C
olon
y En
d , L
eft S
ide, a
fter G
ujjar
Nala
brid
ge
KC
R/B
H-3
0R
C-2
4214
501.
8523
.85
-18
.90
20.0
030
1652
2757
671
738.
34N
.N S
tatio
nB
uildi
ngG
roun
dLi
aqua
taba
dN
orth
Naz
imab
ad16
.5/7
.7N
ear N
orth
Naz
imab
ad R
aiw
ay S
tatio
n B
uildi
ng, a
t Naz
imab
ad S
tatio
n
KC
R/B
H-3
1R
C-2
4914
920.
5025
.50
12.1
0-
20.0
030
1260
2757
832
418.
65O
n G
roun
dGr
ound
Nor
th N
azim
abad
Ora
ngi
6.0/
18.6
Nea
r Naz
imab
d N
o.07
Brid
ge B
enea
th B
oard
Off
ice B
ridge
N.N
azim
abad
Sta
tion
Side
(Stn
. 14+
700)
, bef
ore
Naz
imab
ad b
ridge
.K
CR
/BH
-32
RC
-255
1528
1.80
26.2
87.
70-
20.0
030
0931
2757
702
361.
30El
evat
edG
roun
dN
orth
Naz
imab
adO
rang
i7.
7/7.
7 N
ear A
bbas
i Rai
way
Cro
ssin
g , R
ight
sid
e
KC
R/B
H-3
3R
C-2
6215
701.
3225
.32
4.00
-20
.00
3006
5927
5738
341
9.52
Elev
ated
Viad
uct
Nor
th N
azim
abad
Ora
ngi
7.7/
7.7
Bet
wee
n O
rang
i Sta
tion
and
Abb
asi S
hahe
ed L
evel
Cro
ssing
, A
fter S
igna
l, R
ight
Side
of T
rack
KC
R/B
H-3
4R
C-2
7216
301.
3724
.37
12.4
5-
20.0
030
0126
2757
129
600.
05O
rang
i Sta
tion
Bui
lding
Via
duct
Nor
th N
azim
abad
Ora
ngi
18.6
/47.
0 PR
Wal
lO
rang
i Sta
tion,
Nea
r Woo
d B
ox F
acto
ry, a
t ora
ngi S
tn Y
ard.
Dis
tanc
e fro
mne
ares
t Tra
ck /
Stru
ctur
e (m
)Ea
stin
gR
emar
ksTy
pe o
fSt
ruct
re/
Foun
datio
n
Prop
osed
Stru
ctur
e on
KC
R R
oute
BH
Loc
atio
n B
etw
een
Stat
ions
(Old
)C
hain
-age
Land
Mar
ks
Bet
wee
n bo
reto
bore
(m)
Dis
tanc
e fro
m K
CR
Lin
eB
oreh
ole
No.
Nor
thin
g
Prof
ileC
ross
Sect
ion
File
Num
ber
Elevation(m)
Dep
th(m
)
APP-2-2-1
Preparatory Survey (II) on Karachi Circular Railway Revival Project Final Report
JICA N
K-YEC
-JEC
Right Left From To
KCR/BH-35 RC-285 17 41.62 23.62 - 6.40 20.00 299422 2756909740.25
HBL StationBuilding
Ground Orangi Manghopir 7.7/7.7HBL Station near Pepsi Factory, Stn. 12+640 Right side ,Manghopir Bridge,Adjacent to Hino Pak Health Community
KCR/BH-36 RC-294 17 583.10 23.10 7.20 - 20.00 298984 2756597541.48
Elevated Ground Orangi Manghopir 7.7/7.7Stn. 12+080,Near Railway Crossing Road,Near RAH GUZAR Masjid, ManghopirStation Side
KCR/BH-37 RC-300 17 942.76 20.76 - 4.45 20.00 298711 2756361 359.66 Elevated Viaduct Orangi Manghopir 7.7/7.7 Stn.11+700
KCR/BH-38 RC-308 18 460.48 19.48 - 8.93 20.00 298312 2756032517.72
ManghopirStation Building
Viaduct Orangi Manghopir 15.0/16.5Near Padestarian Bridge at Manghopir Station, at Manghopir Stn near food overbridge
KCR/BH-39 RC-320 19 141.27 18.27 4.00 - 20.00 297775 2755613680.79
Elevated Viaduct Manghopir SITE 7.7/6.0Station 10+500,Siemens Starting Point,Site station End ,Left Side Near RailwayCrossing
KCR/BH-40 RC-331 19 782.34 15.34 2.26 - 20.00 297277 2755209641.07
Elevated Viaduct Manghopir SITE 6.0/14.0Near Level Crossing No. 19,Right Side of Track, SITE Side Near U-fone Mobiletower
KCR/BH-41 RC-340 20 341.36 14.36 4.46 - 20.00 296841 2754860559.02
Elevated Viaduct Manghopir SITE 6.0/7.7Between Site Station and Level Crossing ,Under KCR Padestarin Bridge of SITEStn
KCR/BH-42 RC-351 20 982.14 12.14 7.40 - 20.00 296341 2754458640.78
SITE StationBuilding
Viaduct Manghopir SITE 15.0/6.0 Between Northren ByPass,ShairShah Bridge and Site Station
KCR/BH-43 RC-361 21 601.45 10.45 4.00 - 20.00 295862 2754066 619.31 Elevated Viaduct SITE Shah Abdul Latif 4.6/4.6 Back Side of Isuzu Factory, Shah Latif Station, Left side
KCR/BH-44 RC-370 22 161.29 9.29 7.90 - 20.00 295428 2753712559.84
S.A.Latif StationBuilding
Viaduct SITE Shah Abdul Latif 6.0/6.0SITE End of Shah Latif Station Platform, Near Bridge N0.33 (Stn. 22+00), at ShahLatif Stn.
KCR/BH-45 RC-377 22 540.77 8.77 6.70 - 20.00 295133 2753474 379.48 Elevated Viaduct Shah Abdul LatifBaldia 7.7/7.3 Near Level Crosing No.22, Right Side
KCR/BH-46 RC-384 23 0.84 6.84 2.10 - 20.00 294776 2753184460.07
Elevated Viaduct Shah Abdul LatifBaldia 8.6/6.6Infront of PR Shed-No.02,Behind Brooke Bond Tea Factory,Near level CrossingNo-23, near Brook Bond L-xing
KCR/BH-47 RC-392 23 441.80 5.80 - 1.50 20.00 294587 2752818 440.96 Elevated Viaduct Shah Abdul LatifBaldia 6.0/8.3 Behind Shell Petrol Pump at Gul Bai, near L-xing # 24.KCR/BH-48 RC-394 23 602.90 5.90 13.50 - 30.00 294652 2752669 161.10 Elevated Viaduct Shah Abdul LatifBaldia 7.7/33.0 PR Boundary Near Level-X No.24, In Front of PR Quarter, Gul Bai, near Weigh Bridge at Gulbai bridge
KCR/BH-49 RC-397 23 783.71 6.71 - 7.40 30.00 294816 2752586180.81
Baldia StationBuilding
Viaduct Shah Abdul LatifBaldia 6.0/9.0 Centre of existing Baldia Station Plat Form.station
KCR/BH-50 RC-408 24 442.05 2.05 5.90 - 30.00 295377 2752243658.34
Bridge(Elevated)
Viaduct Baldia Lyari 9.0/6.0 PR Bridge pier No. 2 Baldia end, Sea Side
KCR/BH-51 RC-420 25 121.55 3.55 6.40 - 30.00 295932 2751850679.50
Lyari StationBuilding
Viaduct Baldia Lyari 9.6/32.4 At Lyari Station infront of community, Therapy Centre,B-1(2011)
KCR/BH-52 RC-425 25 461.74 3.74 - 2.10 30.00 296214 2751660 340.19 Elevated Viaduct Lyari Wazir Mansion 6.0/9.0 Opposite KESC Grid Station, Machar Colony.KCR/BH-53 RC-435 26 60.89 2.89 11.90 - 30.00 296569 2751206 599.15 Track Viaduct Lyari Wazir Mansion 8.0/48.0 Near Pedistrian Bridge, opposite TCF School.
KCR/BH-54 RC-443 26 520.74 2.74 48.10 - 30.00 296529 2750753459.85
Wazir MansionStation Building
Ground Lyari Wazir Mansion 12.3/37.0 Opposite Peoples Sports complex Near the Ramp, near Wazir Mansion.station Wazirmansion
KCR/BH-55 RC-450 26 941.33 2.33 - 7.20 30.00 296543 2750332 420.59 On Ground Ground Wazir MansionKPT 7.7/18.6 Between Navy Fence AND ICI Bridge, near ICI Bridge before Wazir Mansion Stn.KCR/BH-56 RC-459 27 482.36 3.36 - 7.30 30.00 296764 2749849 541.03 On Ground Viaduct Wazir MansionKPT 7.7/7.7 Near PR level -X No. 29, Near Ufone Tpwer, West Wharf, near L-xing # 29.KCR/BH-57 RC-468 27 982.00 3.00 - 11.90 30.00 297040 2749446 499.64 On Ground Ground KPT City 6.0/7.7 Under KPT Bridge (Jinnah) chainage- 91863 (EMC).
KCR/BH-58 RC-477 28 541.51 3.51 - 19.00 30.00 297585 2749449559.51
Tower StationBuilding
Ground KPT City 9.0/36.0 KBX shed End of LPO Shed , opposite Bahria Comlex -2B-2(2011)
KCR/BH-59 RC-482 28 861.55 3.55 - 16.80 30.00 297899 2749512 320.04 Elevated Viaduct KPT City 6.0/9.0 MT Khan Level -X
KCR/BH-60 RC-493 29 560.75 2.75 34.00 - 30.00 298602 2749536699.20
City StationBuilding
Ground City Cantt 12.3/10.9City Station, oppsite KTL Building, Near Watch Tower. City STN Yard, TowardsHTXR Office B-3(2011) City
KCR/BH-61 RC-500 29 948.79 2.80 47.20 - 30.00 298985 2749602388.04
Elevated Ground City Cantt 18.6/9.6Between Sick line and KYC Goods Yard, mosque at right side, Down side, CityYard. station City
KCR/BH-62 RC-509 30 529.74 3.74 25.60 - 30.00 299539 2749679 580.95 Track Ground City Cantt 15.0/10.9 Near Jang Press Foot over Bridge, down side.KCR/BH-63 RC-521 31 229.45 3.45 17.50 - 30.00 300119 2749317 699.71 Track Ground City Cantt 7.3/6.0 Bridge Near PIDC Bridge KYC and Down side, PR Km marker 6/14 & 7.
KCR/BH-64 RC-527 31 589.74 3.74 - 9.20 30.00 300414 2749108360.29
DCOS StationBuilding
Ground City Cantt 9.0/6.0DCOS Station Between PR Km marker 7/2 & 7/3, behind Shaikh Zaid Building, upside.
KCR/BH-65 RC-535 32 89.49 3.49 - 5.00 30.00 300828 2748838 499.75 Track Ground City Cantt 9.0/6.0 Between PR Km marker 7/8 & 7/9, Kashmir Mujahid Colony, up side.KCR/BH-66 RC-542 32 489.15 5.15 - 7.40 30.00 301218 2748768 399.66 Track Ground City Cantt 7.7/7.7 Between PR Km marker 7/14 & 8, Near Clifton Bridge, up side.
KCR/BH-67 RC-554 33 228.17 7.17 - 37.70 30.00 301893 2749007739.02
Cantt StationBuilding
Viaduct City Cantt 18.6/9.6Between Police Station and Telecom building at Cant Station, Near Gate (Out), upside, backside of Parcel office.(KC) B-4(2011)
KCR/BH-68 RC-561 33 649.84 9.84 - 27.00 30.00 302266 2749205 421.67 Elevated Viaduct Cantt Chanesar Halt 12.2/10.7 End of Goods Store, Near PWI KC Store at Cant Station, Up Side.
Type ofStructre/
Foundation
ProposedStructure onKCR Route
BH Location BetweenStations (Old) Distance from
nearest Track /Structure (m)
Land Marks
Between bore
tobore(m)
Sheet 2 of 3
Distance from KCRLine
RemarksBorehole
No. Northing
ProfileCross
Section FileNumber El
evat
ion
(m) Depth
(m) EastingChain-age
APP-2-2-2
Preparatory Survey (II) on Karachi Circular Railway Revival Project Final Report
JICA N
K-YEC
-JEC
Right Left From To
KCR/BH-69 RC-571 34 232.82 14.82 - 34.20 20.00 302769 2749499 582.98 Elevated Viaduct Cantt Chanesar Halt 12.2/6.0 Near Sultan shah Bhukari Sharine, Up Side.
KCR/BH-70 RC-577 34 569.77 12.77 19.00 - 15.00 303093 2749610336.95
Naval StationBuilding
Viaduct Cantt Chanesar Halt15.0/6.0 Enchroached Sammo Bridge, Drig Road End, Down Side, Shifa Clinic Dr Shamim.(right side)
KCR/BH-71 RC-587 35 210.39 12.39 25.70 - 15.00 303653 2749919 640.62 Track Viaduct Cantt Chanesar Halt 18.3/12.2 Between PR Km marker 10/12 & 10/13, Masoom Shah Colony , Down Side.KCR/BH-72 RC-597 35 810.42 7.42 16.10 - 15.00 304174 2750220 600.03 Elevated Viaduct Cantt Chanesar Halt 18.3/12.2 Between PR Km marker 11/5 & 11/6, near signal Down Side.KCR/BH-73 RC-605 36 270.27 8.27 - 10.40 20.00 304561 2750469 459.85 Elevated Viaduct Cantt Chanesar Halt 10.7/7.6 Chanesar Level Crossing KC End Up Side.
KCR/BH-74 RC-607 36 389.45 7.45 - 40.40 20.00 304650 2750554119.18
ChanesarStation Building
Viaduct Cantt Chanesar Halt 27.4/10.7Back Side of existing Chanesar Halt Station Building, up side.(Access way forpassengers) station
ChanesarHalt
KCR/BH-75 RC-617 36 988.14 7.14 - 6.00 20.00 305188 2750819 598.69 On Ground Viaduct Chanesar HaltDeparture Yard 7.6/7.6 PR Km marker 12/8, near Baithak School (New Sindhi Muslim colony) up side.KCR/BH-76 RC-625 37 469.53 6.53 - 6.30 20.00 305606 2751057 481.39 On Ground Ground Chanesar HaltDeparture Yard 9.0/7.6 Between PR Km marker 12/14 & 13, Bridge No. 12, up Side.
KCR/BH-77 RC-636 38 129.52 8.52 14.30 - 20.00 306190 2751365659.99
On Ground Ground Chanesar HaltDeparture Yard 9.0/7.3PR Km marker 13/9, Omer Colony, Opposite Amun State Building down side, UmarColony # 2, Down Side.
KCR/BH-78 RC-640 38 348.58 9.58 - 22.40 20.00 306363 2751505219.06
Shaheed-e-Millat StationBuilding
Ground Chanesar HaltDeparture Yard 12.2/18.3 Between PR Km marker 12/14 & 13 , Near Shaheed Millat Bridge, KYC Up Side.
KCR/BH-79 RC-651 39 10.55 12.55 - 15.40 20.00 306944 2751822 661.97 On Ground Ground Departure YardKarsaz Halt 12.2/7.6 Between PR Km marker 14/8 & 14/9 Departure yard.
KCR/BH-80 RC-658 39 492.87 15.87 - 68.70 20.00 307337 2752106482.32
On Ground Ground Departure YardKarsaz Halt 24.3/7.6Inside KW&SB Premises, (previous SP Location for KCR), Inside MD KW&SBoffice KW&SB
KCR/BH-81 RC-664 39 869.90 12.90 - 25.20 20.00 307686 2752254377.03
On Ground Ground Departure YardKarsaz Halt 27.4/8.5Behind Karsaz Bridge, KW&SB Primeses , between PR Km marker 15/6 & 15/7.,Inside KW&SB Colony.
KCR/BH-82 RC-673 40 373.32 15.72 - 61.50 20.00 308107 2752534503.42
Karsaz StationBuilding
Ground Karsaz Halt PAF Halt 33.5/19.8Between PR Km marker 15/14 & 16, Karsaz Halt, at Karsaz Stn. Shahrah-e-FaisalSide. PAF
KCR/BH-83 RC-682 40 909.00 14.00 - 10.00 20.00 308599 2752752535.68
On Ground Ground Karsaz Halt PAF Halt 9.0/25.9 RoadBetween PR Km marker 16/7 & 16/8, oppsite Saber Fighter monument, PAF watchtower, up side.
KCR/BH-84 RC-691 41 409.03 15.03 - 11.70 20.00 309033 2753000 500.03 On Ground Ground Karsaz Halt PAF Halt 9.8/19.8 Near PR Km marker 16/14, up side.KCR/BH-85 RC-702 42 89.57 14.57 - 10.10 20.00 309628 2753330 680.54 On Ground Ground Karsaz Halt PAF Halt 9.0/6.0 PAF Halt Station Plate Form KYC and under electric pole, up side.KCR/BH-86 RC-713 42 729.35 15.35 - 8.80 20.00 310225 2753563 639.78 On Ground Ground PAF Halt Drigh Road 12.2/9.0 Petrol Pump Back Side of Shell Pump Between PR Km marker 18/3 & 18/4, up side.
KCR/BH-87 RC-103 6 146.52 42.52 - 55.90 15.00 309089 2756908 Elec. Sub-Sta. Depot Hill University 48.8/7.3Beside Aladin Park, Johar Side, Near Car Penter Shop R/36 PREH Society(PrivateLand)
KCR/BH-88 RC-405 24 220.00 2.62 198.50 - 30.00 295097 2752195 Elec. Sub-Sta. Baldia Lyari 38.1/24.4 FactoryInfront of gate of 3rd factory from PR Bridge at liyari river towards Sea , near LyariRiver.(Revenue Dept. Land)
KCR/BH-89 RC-670 40 189.68 12.68 - 58.60 15.00 307949 2752441 Elec. Sub-Sta. Departure YardKarsaz Halt 25.9/10.7 KW&SB Work Shop, Karsaz, inside KW&SB workshop, for SP Post.
KCR/BH-90 RC-275 16 440.50 23.50 - 56.26 15.00 300014 2757021 Elec. Sub-Sta. North NazimabadOrangi 24.4/15.0Inside Block Factory, Near Water Pump , beside Police Station, Orangi Station,Electric SP Post, Paposh Police Post.
BP-01 RC-412 24 641.58 2.59 5.00 - 40.00 295538 2752131BP-02 RC-471 28 181.60 2.87 - 9.00 40.00 297229 2749416BP-03 RC-492 29 422.14 3.14 - 15.20 40.00 298457 2749566BP-04 - 33 35.80 7.53 - 25.40 40.00 301732 2748902BP-05 - 4 982.50 38.06 16.20 - 20.00 309812 2756011BP-06 - 6 485.90 39.87 35.50 - 20.00 308854 2757157
Legend:
km = Kilo MeterKW&SB = Karachi Water & Sewarage BoardKYC = Karachi City
Stn. = Station(Railway/Chainage)
L-X = Intersection of Road & Railway Track
Type ofStructre/
Foundation
ProposedStructure onKCR Route
BH Location BetweenStations (Old) Distance from
nearest Track /Structure (m)
Land Marks
Between bore
tobore(m)
Sheet 3 of 3
Distance from KCRLine
PR = Pakistan Railway
RemarksBorehole
No. Northing
ProfileCross
Section FileNumber E
leva
tion
(m) Depth
(m) EastingChain-age
APP-2-2-3
From
To
From
to
Depth(m)
Sample No.
Core Recovery(Cm)
R.Q.D(%)
N Blows 30cm
Thickness of Layer(m)
Lithology
APP2 - 2 - 1
2.Drill Logs
APP-2-2-4
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
Dep
th(m
)
Sam
ple
No.
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
AP
P2
-2
-2
APP-2-2-5
Fro
m
To
Fro
m
to
Lith
olog
y
Thi
ckne
ss o
f Lay
er(m
)
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
Sam
ple
No.
N B
low
s 30
cm
APP-2-2-6
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
Dep
th(m
)
Sam
ple
No.
Lith
olog
y
N B
low
s 30
cm
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
AP
P2
-2
-4
APP-2-2-7
Fro
m
To
Fro
m
to
R.Q
.D(%
)
Cor
e R
ecov
ery
(Cm
)
Lith
olog
y
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
N B
low
s 30
cm
AP
P2
-2
-5
APP-2-2-8
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
Lith
olog
y
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
AP
P2
-2
-6
APP-2-2-9
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
N B
low
s 30
cm
Sam
ple
No.
AP
P2
-2
-7
APP-2-2-10
Fro
m
To
Fro
m
to
Dep
th(m
)
Sam
ple
No.
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
AP
P2
-2
-8
APP-2-2-11
Fro
m
To
Fro
m
to
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Dep
th(m
)
Lith
olog
y
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
AP
P2
-2
-9
APP-2-2-12
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
AP
P2
-2
-1
0
APP-2-2-13
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
Sam
ple
No.
N B
low
s 30
cm
Dep
th(m
)
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
AP
P2
-2
-1
1
APP-2-2-14
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
AP
P2
-2
-1
2
APP-2-2-15
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
Sam
ple
No.
N B
low
s 30
cm
AP
P2
-2
-1
3
APP-2-2-16
Fro
m
To
Fro
m
to
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
AP
P2
-2
-1
4
APP-2-2-17
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
Sam
ple
No.
N B
low
s 30
cm
Lith
olog
y
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
AP
P2
-2
-1
5
APP-2-2-18
Fro
m
To
Fro
m
to
Lith
olog
y
Thi
ckne
ss o
f Lay
er(m
)
Dep
th(m
)
Sam
ple
No.
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
AP
P2
-2
-1
6
APP-2-2-19
Fro
m
To
Fro
m
toThi
ckne
ss o
f Lay
er(m
)
N B
low
s 30
cm
Lith
olog
y
Sam
ple
No.
Dep
th(m
)
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
AP
P2
-2
-1
7
APP-2-2-20
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)
N B
low
s 30
cm
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
AP
P2
-2
-1
8
APP-2-2-21
Fro
m
To
Fro
m
to
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
AP
P2
-2
-1
9
APP-2-2-22
Fro
m
To
Fro
m
toN B
low
s 30
cm
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
AP
P2
-2
-2
0
APP-2-2-23
Fro
m
To
Fro
m
to
Dep
th(m
)
R.Q
.D(%
)
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
Sam
ple
No.
Cor
e R
ecov
ery
(Cm
)
AP
P2
-2
-2
1
APP-2-2-24
Fro
m
To
Fro
m
to
Sam
ple
No.
Cor
e R
ecov
ery
(Cm
)
Thi
ckne
ss o
f Lay
er(m
)
N B
low
s 30
cm
R.Q
.D(%
)Dep
th(m
)
Lith
olog
y
AP
P2
-2
-2
2
APP-2-2-25
Fro
m
To
Fro
m
to
R.Q
.D(%
)
N B
low
s 30
cm
Cor
e R
ecov
ery
(Cm
)Dep
th(m
)
Sam
ple
No.
Lith
olog
y
Thi
ckne
ss o
f Lay
er(m
)
AP
P2
-2
-2
3
APP-2-2-26
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
N B
low
s 30
cm
R.Q
.D(%
)
AP
P2
-2
-2
4
APP-2-2-27
Fro
m
To
Fro
m
to
Cor
e R
ecov
ery
(Cm
)
R.Q
.D(%
)Dep
th(m
)
N B
low
s 30
cm
Thi
ckne
ss o
f Lay
er(m
)
Lith
olog
y
Sam
ple
No.
AP
P2
-2
-2
5
APP-2-2-28
Fro
m
To
Fro
m
to
Lith
olog
y
Dep
th(m
)
Sam
ple
No.
Thi
ckne
ss o
f Lay
er(m
)
N B
low
s 30
cm
R.Q
.D(%
)
Cor
e R
ecov
ery
(Cm
)
AP
P2
-2
-2
6
APP-2-2-29
