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L SectionSheetNo.10

The document contains detailed measurements and specifications related to railway construction, including levels, gradients, and chainages at various kilometer points. It includes data for proposed extensions and adjustments to existing formations, as well as references to specific locations and structures. The information is critical for planning and executing railway infrastructure projects.
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© © All Rights Reserved
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Available Formats
Download as PDF, TXT or read online on Scribd
0% found this document useful (0 votes)
28 views1 page

L SectionSheetNo.10

The document contains detailed measurements and specifications related to railway construction, including levels, gradients, and chainages at various kilometer points. It includes data for proposed extensions and adjustments to existing formations, as well as references to specific locations and structures. The information is critical for planning and executing railway infrastructure projects.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Verified

E/P

12:41:17 IST
MINTU KUMAR
Date: 2025.06.28
134000

Signature Not

Digitally signed by

Location: New Delhi


Reason: IREPS-CRIS
43.91 14.99 LC.NO.78 CLASS 'C' MANNED KM.:133/7-8
F

E/P
E/P
10.6 PROP. TO BE EXTENDED AT KM:134.068

TF
CH:130517 106.68 134100 CH:134079

LEVEL

LEVEL
LC
5 27.30

F 1:110
.N

P
O CH:134150
.7

RO

FORMATION
8

P.

LEVEL
KM:126.070

CL

CHAINAGE
TO
A

AS PER SITE
134200

0 R 1:2500
SS

BE

DIFF PRL & ERL


CUT (-)_FILL()

EX RAIL LEVEL

GROUND LEVEL
'C

KILOMETER POST
PROP RAIL LEVEL
E/P
E/P

PROP. FORMATION

EX. FORMATION
EX

EX.CL TO PROP. CL
'M

RE- GRADE OF EXT.


65
75
85

60
70
80
90

EXISTING GRADIENT
PROPOSED GRADIENT
TE
A

TRACK DISTANCE B/W


N
N

HORIZONTAL GEOMETRY
D
134160 72.593 72.123 72.795 72.415 73.177 0.382 -0.178 N
5.4

ED
ED

E/P
E/P
134180 72.609 72.137 72.809 72.401 73.163 5.4 0.354 -0.208 134300

A
K

AS PER SURVEY

T
134200 72.602 72.137 72.809 72.387 73.149 0.340 -0.215 M
5.4

K
.:1

M
134220 72.546 72.069 72.741 72.373 73.135 5.3 0.394 -0.173 33

:1
KM:134.295 FROM SPJ,
AT KM:134/2 FROM SPJ

3
/7
134240 72.518 72.692 0.429

4.
72.020 72.359 73.121 -0.159

E/P
5.3

E/P
-8
TO DHANG STATION AT

06
72.719 0.389

8
134260 72.471 72.047 72.346 73.108 5.4 -0.126

CL OF BAIRGANIA STATION
134280 72.474 72.704 72.332 73.094 0.390 -0.142

TF
72.032 5.4 TF
134400
TF

134300 72.458 72.037 72.709 72.318 73.080 5.3 0.371 -0.141

E/P
E/P
134320 72.532 72.066 72.738 72.304 73.066 0.328 -0.228 5.4
5.3
134340 72.504 72.104 72.776 72.290 73.052 5.4 0.276 -0.214
134360 72.537 72.096 72.768 72.276 73.038 5.3 0.270 -0.261

AT KM:134/2 FROM SPJ


E/P
E/P
134380 72.528 72.160 72.832 72.262 73.024 5.3 0.192 -0.265 134500

FALL 1 IN2031
FALL 1 IN 1480
134400 72.622 72.192 72.864 72.249 73.011 5.3 0.147 -0.374

CL OF BAIRGANIA STATION
134420 72.637 72.257 72.929 72.235 72.997 5.3 0.068 -0.402

E/P

E/P
134440 72.662 72.244 72.916 72.221 72.983 5.3 0.067 -0.441

L =949.966
134460 72.675 72.244 72.916 72.207 72.969 5.3 0.053 -0.468 106.68

AS PER SURVEY KM:134.295 FROM SPJ,


134480 72.606 72.227 72.899 72.193 72.955 5.3 0.056 -0.413 134600

E/P
E/P
134500 72.592 72.217 72.889 72.179 72.941 5.3 0.052 -0.413 CH:134605 24.30
134520 72.604 72.237 72.909 72.165 72.927 5.4 0.018 -0.438
134540 72.532 72.111 72.783 72.152 72.914 5.3 0.131 -0.381

E/P

E/P
134560 72.555 72.056 72.728 72.138 72.900 5.4 0.172 -0.417
134580 72.445 72.036 72.708 72.124 72.886 5.4 0.178 -0.321 134700
134600 72.467 72.011 72.683 72.110 72.872 5.4 0.189 -0.357

E/P
E/P
134620 72.453 72.009 72.681 72.096 72.858 5.4 0.177 -0.357
134640 72.404 71.989 72.661 72.082 72.844 5.3 0.183 -0.322

RAIL LEVEL
134660 72.405 71.929 72.601 72.068 72.830 5.3 0.229 -0.336

E/P

E/P
134680 72.423 71.915 72.587 72.054 72.816 5.3 0.229 -0.368 134800
134700 72.456 71.927 72.599 72.041 72.803 5.4 0.204 -0.415 27.30

E/P
E/P
CH:134823
134720 72.428 71.948 72.620 72.027 72.789 5.3 0.169 -0.401

GROUND LEVEL
R 1:2500

FORMATION LEVEL
E/P

E/P
134740 72.441 71.915 72.587 72.013 72.775 5.4 0.188 -0.428 CH:134850

TF
134760 72.416 71.931 72.603 71.999 72.761 5.4 0.158 -0.417

R 1:2
E/P

E/P
134780 72.462 71.869 72.541 71.985 72.747 5.4 0.206 -0.477 134900

75
134800 72.453 71.888 72.560 71.971 72.733 5.4 0.173 -0.481

E/P
134820 72.400 71.861 72.533 71.957 72.719 5.4 0.186 -0.442

E/P
134840 72.374 71.863 72.535 71.944 72.706 5.4 0.171 -0.431 KM.:134/7-8
134860 72.298 71.837 72.509 71.930 72.692 5.3 0.183 -0.368 LC.NO.1 CLASS 'C' MANNED
KM:134.991
134880 72.282 71.870 72.542 71.916 72.678 5.4 0.136 -0.366 5.5 135000 PROP. TO BE EXTENDED AT

1:148
134900 72.308 71.902 72.574 71.902 72.664 5.3 0.090 -0.406

1:2031
134920 72.370 71.870 72.542 71.891 72.653 5.3 0.111 -0.479 CH: 135060
134940 72.208 71.846 72.518 71.880 72.642 5.3 0.124 -0.328 CH: 135060 BRIDGE NO: 0 ,SPAN:2X4.80 RCC BOX KM:134/13-14
FL:71.814
134960 72.391 71.914 72.586 71.869 72.631 5.4 0.045 -0.522 FL:71.814 5.6 PROP. TO BE EXTEND BRIDGE NO: 0 ,SPAN:2X4.80 up line

F 1:28
RCC BOX KM:135.064,FL:71.814,BL:69.214,HFL:70.604

F 1:288
134980 72.392 71.935 72.607 71.858 72.620 5.4 0.013 -0.534 (AS PER SITE) 135100

9R
135000 72.283 71.872 72.544 71.847 72.609 5.5 0.065 -0.436 R

LC PR
72.536 5.5 0.062

KM 135
135020 71.983 71.864 71.836 72.598 -0.147
G

.N OP
135040 71.591 71.813 72.485 71.825 72.587 5.6 0.102 0.234

C
O .T
RA

L
71.814 71.814

.1 O
D

A
135060 70.092 71.814 72.486 71.814 72.576 5.6 0.090 1.722

BR
IE

E
135080 71.005 71.866 72.538 71.883 72.645 5.6 0.107 0.879 N 135200
T TPTC-1 135000

SS EX
135100 71.225 71.931 72.603 71.953 72.715 5.7 0.112 0.728

IDPR
R PO

L =351.851
1:2
C

'C TE

N
135120 71.239 71.941 72.613 72.022 72.784 5.7 0.171 0.784

G OP
C

'M N
ST 88

N
TPTC1: 135251.85

E .T
135140 71.117 71.971 72.643 72.092 72.853 5.8 0.210 0.975 A

A DE
BO
R

,
N D
X

O OB
E/P
135160 71.539 71.972 72.644 72.161 72.923 5.9 0.279 0.623 35400

:0 E
CH
1

KM

ED AT
135180 71.074 72.048 72.720 72.231 72.992 5.9 0.272 1.157 :1 135300 CH: 1 95

SP EX
:1 .9

K K

N
YARD LIMIT AT
:17

3
35 35

TF

A TE
9

6.0 FL:72 e

M M:
135200 71.184 72.124 72.796 72.300 73.061 0.265 1.116 n

4
. l i

X
CH:135.195 06 up

.:1 13
R

06

4
:2 ND
LC.NO.2 CLASS 'B2'

4
135220 71.076 72.175 72.847 72.370 73.131 6.0 0.284 1.294 0M

-8
E/P

.8
4, MANNED KM.:135/0-
1

0
6.1 FL BRI 41 .85

1
,F PROP. TO BE EXTEND
135240 71.240 72.246 72.918 72.439 73.200 0.282 1.199

/7 .991

R
TP :7 DG TPCC1: 1353 ED AT KM:135.330

E/P
135260 71.356 72.351 73.023 72.508 73.270 6.2 0.247 1.152 1 L:
7

:28

CC
TC .8 E 0 1:1

9
12

1 13540 79
-

14 NO 1.8
135280 71.242 72.416 73.088 72.578 73.339 6.4 0.251 1.336 , R

BO
D
14
CU
10

Pole
Section
BL :

E/P
0
LC AT

X
L

R1
135300 71.367 72.479 73.151 72.647 73.408 6.5 0.257 1.280 : 35400
5/

.
E

RISE 1 IN288

RISE 1 IN289
D

K
3

:1
69 ,S
V

PR N CH
72.079 73.261 6.6 0.217 CH: 1 91
:1

135320 72.717 73.478 0.638

M
72.589 .2 PA .9
E

:
97
EL

O O.2 :
P 1

TC

E/P
14 N FL:72 SITE)

13
73.403 6.9
KM

135340 72.477 72.731 72.786 73.547 0.144 0.309 TP . C 3 ,H :2 R

R
E

4
P 500

C
R

(AS

Vm

/1
e 00 0

CC TO LA 525 FL X4
135360 72.556 72.790 73.462 72.856 73.616 7.1 0.154 0.300
E

135

3
lin 5.9 92

E/P
1 BE SS 1.8
00

:7 .80

-1
3
F H:

135380 72.321 72.886 73.558 72.925 73.686 7.3 0.128 0.604

4
A E 'B 5
T 0. 5
1
up L:7 135
1

G 60

LT ax =
G

135400 72.488 72.993 73.665 72.995 73.755 7.4 0.090 0.506 72.991 72.995 4
RV = 49° .000

8
CH XT 2' M m
,
.1A "
.71

E/P
RA
E
7
2

135420 72.498 73.715 7.7 0.152 D


NO 42'27 m

73.043 73.106 73.867 0.608


8
1

:1 N A
00
:7

IE
0

35 DE NN 56
= 5 .500° m

72.599 73.737 7.9 0.242 N


FL C.G IRD

135440 73.065 73.218 73.979 0.619


= 5 Km

E/P
13

TF
= 3 43.78 m

T 34 D E
= 23. 1 m
, H

73.767 8.2
CL L = 90.00 ph

135460 72.580 73.095 73.330 74.091 0.324 0.750 1. A D

R
CU
86 .30 TE

PO 85 T K

E/P
135480 72.660 73.202 73.874 73.441 74.203 8.4 0.329 0.782 1 K M 00
0.1 18 A

ST
N

TC
7

A m M .:1 57

E
135500 72.583 73.359 74.031 73.553 74.315 8.7 0.284 0.970 , :1 3 3
L: : 6X 0 P

E/P
T 1
B

Vm
,

35 5/0
135520 72.558 73.472 74.144 73.665 74.427 9.1 0.283 1.107
7 A 8.

CH .3 -1
E/P
30
.90 , SP 6X1

135540 72.248 74.256 73.777 74.540 9.6 0.284 1.528

6
73.584 :1
0

.0

R: 500.000
5

SE ax =

CL: 343.781
TRL: 90.000
35
80
:7 :1 :

RV = 58 0°
135560 72.362 73.612 74.284 73.888 74.652 10.2 0.368 1.527
E/P
5

1
40

NO 3.000
FL O N

13

74.313 10.8

= 00
0.451

.01 m
135580 72.566 73.641 74.000 74.764 1.434 0M
2, E N SPA

00
E/P
98

,F
0

135600 72.256 73.657 74.329 74.112 74.876 11.5 0.547 1.856

0m
5. DG :1,

90

L:
LE

12.4
5

135620 71.922 74.332 74.224 74.988 0.656 2.302


E/P

73.660
B
13 BRI NO

72 3

D L = 134. Kmph
:

= 3 10.00 0 mm
PR RID

.9
13

.6
VE

135640 72.059 73.698 74.370 74.335 75.100 13.5 0.730 2.276 5


CH O. GE
L

95
E/P

68
11

135660 71.605 73.763 74.435 74.447 75.212 15.4 0.777 2.842 5 0 1:2
.4

3
0

16.3 6 18 95
135680 71.273 74.470 74.559 75.324 0.854 3.286 :1
3

73.798
00

TP
E/P

R
6

C : 13 00
C2
5.6

135700 71.204 73.842 74.514 74.671 75.436 17.8 0.922 3.467


13

C
7

C2 CH :75.9
25

19.2 TP
57

135720 71.107 73.918 74.590 74.782 75.548 0.958 3.676 A


36

T FL line
13

1:1

RISE 1 IN197
RISE 1 IN179
R1
20.4 up
.35

135740 71.022 74.012 74.684 74.894 75.660 0.976 3.872


:

:27 97
2

R
CH
5 00
0

CH
135760 70.985 74.144 74.816 75.006 75.772 21.4 0.956 4.021 1
1

:1 LE
TC
C

LE :1
TP V 36
36

1
D
U

74.979 22.3 0.905 35


24

36
135780 70.984 74.307 75.117 75.884 4.133 T
TP
E/P

VE
.3
R

EL
71
13

68
7

11
)

L
0

C2 9
135800 71.014 75.228 75.229 75.997 23.1 0.769 4.215
D

74.556
.9

35

5.
-2

A
TE
3 8

:1
C

63
05

135820 70.706 74.763 75.435 75.341 76.109 23.8 0.674 4.634 T 2


S 31 0

H
6
N

.43

PT

m
C
3

C
40.23

T
13

CH
135840 70.945 75.632 75.453 76.221 24.3 0.589 4.507 LE
CL L

74.960 ,
T

ER75.6 592
98

00
H:
TC C

:1 VE
Vm

24.7 62
C

135860 71.320 75.819 0.514


35

75.147 75.564 76.333 4.245 L


S L: 13
1

35 13
L ax

(A F H:

135880 72.640 75.205 75.877 75.676 76.445 25.3 0.568 3.036 77


1

R1 3
LE

10
E 6°5 00
2A "

RV = 3 00.0 °

.4
0

5.
8

:34 3
75.975 25.4 0.582
TC

135900 73.050 75.303 75.788 76.557 2.738 63 0


VE
=8
O. 1'48 m

7 )
85
P

G 2
35
L

L-SECTION
L =207.800
5
T

75.631 75.900 60
1

135920 70.842 75.442 76.114 75.900 76.669 25.4 0.555 5.058 m 3 TE 1:


= 5K
= 5 .500 93 m

SI
13

RA
,
-1

29
= 3 31.6 93 m

135940 70.384 76.138 75.900 76.669 25.4 0.531 5.515 D :1


H:

75.466 R 180 8
= 2 11.6 0 m

1 E
C

IE P 36 R 00
TC
= 4 90.00 mph

135960 70.450 75.560 76.232 75.900 76.669 25.4 0.437 5.449 N 1363
T PCC (AS H: 1 .631
TP

135980 70.140 75.618 76.290 75.900 76.669 25.3 0.379 5.760 BR PO T C 5 :7


FL
C

136000 69.997 75.627 76.299 75.900 76.669 25.4 0.370 5.902 ID ST


R

P G
U

A
CH:1
24.7

KM 136
136020 70.025 75.624 76.296 75.900 76.669 0.373 5.875 C RO E N T 2 6366 3
05.1
TC

136040 70.480 75.594 76.266 75.900 76.669 24.3 0.403 5.420 H P O 63


E

:1 . : CH
3 T 1 C 2: 13 0
Vm
N

LEVEL
LEVEL
136060 71.763 75.630 76.302 75.900 76.669 23.5 0.367 4.136 TP 5.9 O , S :1
TPC 13640
1:2

35
136080 71.621 75.601 76.273 75.900 76.669 22.5 0.396 4.278 TC 82 BE PA
3

, 92
.
.0
95

1
2

SE ax =

76.258 21.7
EX N: 12

FL
136100 71.704 75.586 75.900 76.669 0.411 4.195 0M
RV = 583 0°

:
R

TP A 395.
1

T TE 6X
13 6

75
136120 71.539 75.586 76.258 75.900 76.669 21.5 0.411 4.361 CC N 18 ,F 2: 0

.9
O.0 000m

1
CH
PTC 3652

0
D .3 T
0

L:
76.281 21.8 A :
= 00 K

136140 71.777 75.609 75.900 76.669 0.388 4.123

7,
R

BR 0 75 CH: 1 52
.0
0m

B
T 135 .9 80 0 5-6
136160 72.241 76.321 22.3 0.348 13650

L:
75.649 75.900 76.669 3.658
LEVE

ID LA :136/
FL:7li7ne
1:3

7
CH 9 00 1361 M
D L = 134.0 mph

G 8 K up
L

G T
= 3 64.00 0 mm

0.
136180 72.346 75.649 76.321 75.900 76.669 23.0 0.348 3.554 75.631 75.900 E E TC-2 DER
40

RA : 1 3.4 TP

18
3 N G T E GIR

6
136200 72.404 75.649 76.321 75.967 76.736 23.6 0.415 3.563 D 36 L A
L

O IR
,H
IE 07 2 m :1 D F 350 0) P G
76.427 24.2 0.377 N ,
L

136220 72.407

R: 500.000
75.755 76.035 76.804 3.628 3. ,S E 136 ( 5
L:

CL: 231.693
TRL: 90.000
N
1:2

X18.3 61.0) OW 95
T CH: P A 2 X 3
EVE

43 S ( 7
9

PA R :
72

136240 72.468 75.836 76.508 76.103 76.871 24.7 0.363 3.634 2 :2, N L .7
.

A F
L

PO N KM 0 N O , S P 9 ,H
LE

m 0 4
EVE

71

76.571 25.3 ITE)


8R

136260 72.503 76.171 76.939 0.368 3.668 , :6 :


L

75.899 ST
X1 13 ER S 1366 BRIDGE GE NO:2 ,BL:69.7
136280 72.553 76.633 25.3 0.373 A BRID 7.032
VEL

75.961 76.239 77.006 3.685 T 8. 5/1 (AS P : 136580


CH
25.6
76.633 25.5 30 0- 50 .973
PRO. 6.630F,L:7
3 0
136300 72.628 75.961 76.306 77.074 0.441 3.679 TP CH 4 CH:1 3674
C 12 136 FL:76 CH: 1
LEVE

136320 72.657 75.996 76.668 76.374 77.141 25.4 0.473 3.717 CC :1 .G CH: 2
L

2 3 FL:7 7.05
e
F 1:250

136340 72.654 76.043 76.715 76.442 77.208 25.3 0.493 3.788 A 61


0 u p li n
T
1:260 F

80 13670
76.709 25.3 0.567
61.20

M
LE

136360 72.600 76.037 76.510 77.276 3.910 CH 6/5-6


26.07

136380 72.536 76.073 76.745 76.578 77.343 25.3 0.598 4.042 :1 ,F


D K M.:13 10
VEL

TP L:
136400 72.533 76.161 76.833 76.645 77.411 24.8 0.578 4.113 T
36 75 0 ' MA NNE KM:136.8
T
C2 30 .9 3670 S 'C A
136420 72.548 76.304 76.976 76.713 77.478 25.3 0.502 4.165 5. CH: 1 73

RISE 1 IN295
A 12 00 .9 NO . 3 CLASXTENDED
E
136440 72.609 76.389 77.061 76.781 77.546 25.3 0.485 4.172 T 5 FL:76 SITE) 0 LC. BE
m E R
1:187 F

RISE 1 IN298
CH 13680 ROP. TO
136460 72.741 76.547 77.219 76.849 77.613 25.3 0.394 4.108 :1 , (AS P P
136480 72.814 76.618 77.290 76.917 77.680 25.3 0.390 4.103 36
136500 72.965 76.664 77.336 76.984 77.748 25.4 0.412 4.019 39 25.9
25.4 77.052
G 5.
77.368 0.447
PLAN

136520 72.733 76.696 77.052 77.815 4.319 RA 12


5
136540 72.633 76.742 77.414 77.052 77.815 25.5 0.401 4.419 D m 0
IE , 13690
136560 72.869 76.823 77.495 77.052 77.815 25.5 0.320 4.183 N
Pole
Section

T
136580 72.955 76.944 77.616 77.052 77.815 25.5 0.199 4.097 76.973 PO
136600 72.868 76.978 77.650 77.052 77.815 25.6 0.165 4.184 ST
136620 70.039 77.012 77.684 77.052 77.815 25.6 0.131 7.013 A
BR T
0

LEVEL
136640 69.822 77.053 77.725 77.052 77.815 25.6 0.090 7.230 ID CH
13700

LEVEL
136660 69.637 77.054 77.726 77.052 77.815 25.6 0.089 7.415 P G :1
FL RO E N 36
136680 73.247 77.047 77.719 77.052 77.815 25.7 0.096 3.805 :7 P.B O 52
136700 73.133 76.947 77.619 77.052 77.815 25.8 0.196 3.919 76.973 7. R :2
03 ID ,S
0M
136720 72.762 76.841 77.513 77.052 77.815 25.8 0.302 4.290 2, G P ,F
25.8 77.052
G BL E A
N
L: 0
136740 73.101 76.669 77.341 77.052 77.815 0.474 3.951 RA :6 NO ( 77 13710
25.9 D 9. : 5 .0
136760 72.843 76.499 77.171 76.975 77.738 0.567 4.132 IE 7 2
49 ,S 1 X 52
136780 72.801 76.343 77.015 76.898 77.662 25.9 0.647 4.097 N , H 0
T PA 8.3 3710
136800 73.051 76.219 76.891 76.821 77.585 25.8 0.694 3.771 FL N 0 CH: 1 34
.8 3
LC PO :7 (2 ) P 37/2-
136820 74.500 76.138 76.810 76.744 77.508 25.9 0.698 2.245 ST 3. X L FL:74 SITE)
R B O X KM:1 2X5)
PR .N A 79 61 A E 0 .C.C PAN ( 89
136840 71.326 76.691 76.668 77.431 25.9 0.740 5.341 O (AS P
1:187 F 1:2748 F

76.019 T 5 .0 TE 13720 (2 X 5.0) R NO: 4A,S ,HFL:70.0


O .3 )O G P A N D G E . 10 2
136860 71.631 75.900 76.572 76.591 77.354 25.9 0.782 4.960 P. C CH A,S BRI 68 340
TO L W IR
E 4 . 74 2,BL: C H : 137
A G NO: 4 EXTEND
58.14

136880 74.999 75.805 76.477 76.514 77.277 26.0 0.800 1.515 :1 G D ,FL:7 .744
28.69

BE SS 36 C E BRID . TO BE 7.271
136900 71.536 75.754 76.426 76.437 77.200 26.0 0.774 4.901 74 H R 26.4 FL:74ne
li
up
1:260 F 1:545 F

:1 K PROP OX KM:13
136920 71.525 75.682 76.354 76.360 77.123 26.1 0.769 4.835
EX 'C' 0 M 36 M B
0 RCC
136940 71.239 75.555 76.227 76.283 77.047 26.1 0.820 5.044
TE MA
N N , FL .6 :1
30 3 13730
76.139 26.1
D N : 6
136960 71.015 75.467 76.206 76.970 0.831 5.191 ED E 77 /5
D .0 -6
FALL 1 IN187

136980 70.437 75.361 76.033 76.129 76.893 26.1 0.860 5.692 A K 52


T M
137000 70.429 75.312 75.984 76.052 76.816 26.2 0.832 5.623 K .:1
75.815 26.2 M 3 0

KM 137
137020 71.252 75.143 75.975 76.739 0.924 4.724 :1 6/ 3734 0
137040 71.225 75.052 75.724 75.898 76.662 26.2 0.938 4.674 36 5-
.8 6
CH: 1 47
.7 13740
137060 70.910 74.969 75.641 75.821 76.585 26.2 0.944 4.911 10 FL:74 SITE)
E R
1:2748 F 1:542 F

137080 70.770 74.887 75.559 75.744 76.508 26.2 0.949 4.974 (AS P
137100 70.436 74.834 75.506 75.668 76.432 26.2 0.926 5.232 74.834
FALL 1 IN260

137120 70.468 74.834 75.506 75.591 76.355 26.2 0.849 5.123 0


75.461 26.3 0.817 13750
RA

137140 70.850 74.789 75.514 76.278 4.663


I

7450
L

137160 70.372 74.745 75.417 75.437 76.201 26.2 0.784 5.064 CH:13
RAIL

137180 70.677 74.849 75.521 75.360 76.124 26.2 0.603 4.683 0


A
W

F 1:250 F 1:150

75.521 26.2 0.526 3766


Y

137200 70.450 74.849 75.283 76.047 4.833


A

CH: 1 57
1:545 F 1:3

.1
Y

137220 70.336 74.803 75.475 75.206 75.970 26.1 0.495 4.870 0


16

13760
B

FL:74 e
137240 70.517 74.742 75.414 75.129 75.893 26.1 0.479 4.612 up li n
R

BOUN

137260 72.048 74.742 75.414 75.052 75.817 26.1 0.403 3.004 BR


OUN

137280 71.303 74.742 75.414 74.975 75.740 26.0 0.326 3.672 ID


FALL 1 IN2748

G
DE

137300 72.296 74.775 75.447 74.898 75.663 26.0 0.216 2.602


DERY

PR E
L =1754.147

0
RY

137320 70.741 74.776 75.448 74.821 75.586 26.0 0.138 4.081 R O NO


0
1:542 F 1

C P : 13770
3766
:

137340 70.907 74.747 75.419 74.744 75.509 25.9 0.090 3.838 74.747 74.744 C . 4
1

B TO A, CH: 1 56
.1
04
1:3

137360 71.008 74.714 75.386 74.708 75.472 25.9 0.086 3.699 FL:74
1

G OX BE SP
75.332 25.9
RA K AN ITE)
137380 71.054 74.660 74.671 75.435 0.103 3.617 ER S
2R

(AS P
6R

D M:1 EXT (2
137400 71.101 74.599 75.271 74.634 75.398 25.9 0.127 3.534 IE X 0
N 37.2 EN 5.0 0 3786
137420 70.321 74.538 75.210 74.598 75.361 25.9 0.151 4.276 T D 13780 CH: 1 90
.7
LEV

PO 71, B ) R.
137440 70.449 74.482 75.154 74.561 75.325 25.9 0.171 4.112 FL:74
E

e
L

ST FL: RID C.C


137460 70.462 74.431 75.103 74.524 75.288 25.9 0.185 4.063 up lin
1:1

/9-10
0

A 74.7 GE BO
137480 70.441 74.380 75.052 74.488 75.251 25.9 0.199 4.046 T K M:137
B
42

137500 70.428 74.345 75.017 74.451 75.214 25.9 0.197 4.023


CH 42, NO X K SLA
R

: 1 BL: : 4A M:
0 0 X6 . 1 0 ) PSC.0) OWG
LEV

137520 70.326 74.326 74.998 74.414 75.177 25.9 0.179 4.089 37 68 ,S 13 3786 13790 AN(8 (1X61 2.708
137540 70.475 74.306 74.978 74.377 75.140 25.9 0.162 3.903
34 .10 PA 7/2 CH: 1 48 N O
53.54

.3
:5,SP O:5,SPAN 061,HFL:7
0M 2,H N -3 GE N 9. 040
28.69

74.959 25.9 0.144 FL:74 SITE) : 138


LEVE

137560 69.902 74.287 74.341 75.103 4.439 H


FALL 1 IN542
FALL 1 IN545

,F FL (2X P E R BRID P.BRIDGE 4.790,BL:6


: 7 C
L

26
137580 69.925 74.238 74.910 74.304 75.066 25.9 0.156 4.379 5 :7 ) (AS 790
L:
0
PRO 7.955F,L
1 3 F L:74.
R

: e
D

74 CH
137600 69.959 74.178 74.850 74.267 75.030 26.0 0.180 4.308 up lin
EL 1:252 F

.7 .089
SE

44 0 0 0
TCL

137620 70.051 74.157 74.829 74.231 74.993 26.0 0.164 4.180 13 8


Vmax

74.829 26.0 0.127


=

137640 70.221 74.157 74.194 74.956 3.973


LEV

26.0 74.156 74.157


G 2
137660 70.227 74.157 74.829 74.157 74.919 0.090 3.930 RA 76
0 C - 1 137
E NO.2

D
D

137680 69.906 74.157 74.829 74.221 74.982 26.1 0.153 4.315 3800 T
R

TP
CU

= 100

IE
74.825 26.1
R

137700 69.920 74.153 74.284 75.046 0.221 4.364 N CH: 1 48


0
CL

.3
0

0
K

T
V

137720 69.933 74.165 74.837 74.347 75.109 26.1 0.272 4.414 13810
Vm

FL:74 ITE)
m
LTC
E

CURV 1750.000m

PO
a

= 1.00° 0 m

ER S
EL 1:318 F
x

137740 69.929 74.199 74.871 74.410 75.172 26.1 0.301 4.481 (AS P
= 45.00 ph
= 150.0 mm

ST
=
=

A
2

137760 69.862 74.218 74.890 74.474 75.235 26.1 0.345 4.612 T


7 .

137780 69.863 74.890 74.537 75.299 26.1 0.409 4.674


.

74.218
0

CH
.
0
1

0
'17
= 3500 °

= 160
NO.2A "

137800 69.797 74.218 74.890 74.600 75.362 26.1 0.472 4.803 :1


0
TCL = 70.000

9.27
RISE 1 IN316

37
RISE 1 IN1042

13820
= 0.50 5 m

137820 70.370 74.233 74.905 74.664 75.425 26.1 0.520 4.294


R

1 :
= 1°35 000 m

66 C 138142
167 00 m
5m

137840 70.013 74.258 74.930 74.727 75.489 26.1 0.559 4.714 0M


SE

TPT -2 13791
Kmph

G
TCL

TPTC
Vm

137860 70.336 74.930 74.790 75.552 26.1 0.622 4.454 74.348 74.790 ,F
a

74.258 RA
x

L:
=

964 27
137880 70.336 74.288 74.960 74.790 75.552 26.0 0.592 4.454 D 74 -1 137 9.
IE .1
=

TPTC C1: 13821


137900 70.029 74.325 74.997 74.790 75.552 26.0 0.555 4.761 N 57 TPC 46.28
T
E NO.2

137920 68.801 74.351 75.023 74.790 75.552 25.9 0.529 5.989 38220 C C 2: 1382 138300
B

= 45.0

PO TP
0
0

LEVEL

137940 68.671 74.347 75.019 74.790 75.552 25.9 0.533 6.119 CH: 1 57
.6
0
K

ST
BR A
100 m

LEVEL

137960 69.377 75.013 74.790 75.552 25.9 0.539 5.413 FL:73 ITE)
CURV 1750.000m

74.341
= 1.00° 0 m

ID T RS 8
1:318 F 1:150 F

8316.2
ph

S PE
= 163.0 mm

137980 68.685 74.332 75.004 74.790 75.552 25.8 0.548 6.105 G CH (A 2 : 13


E TPTC
PR

74.348
D

138000 70.368 74.298 74.970 74.790 75.552 25.7 0.582 4.422 N :1


R

FL
O
D

:7 O 37 138400
P.

74.918 0.634
KM 138

138020 70.308 74.246 74.790 75.552 25.5 4.482 4


CL

:5 86
,
BR

138040 70.099 74.178 74.850 74.790 75.552 25.3 0.702 4.691 74.790
G .79 0M 8 130
LTC

SP
ID

RA 0
, B A 38360 -2 13
CH: 1
G

TPTC
Vmax

138060 70.234 74.129 74.801 74.711 75.473 25.0 0.672 4.477 ,F


E

D L N .723
IE :6 (
N

L:
8 .57
E NO.

138080 70.145 74.091 74.763 74.631 75.394 24.6 0.631 4.487


=
=1

74 FL:72 SITE)
N 9.0
T 8340 ER : 138427
6
.

X6
:5

.7
1

6
,
1:150 F 1:902 F

74.742 0.572 CH:13 (AS P


4

138100 70.089 74.552 75.314 23.9 4.463 TPTC1


0

74.070 .1 0
.
0

PO 1, 90
2B1

F 1:150 LEVE

H 0 13850
SP
= 3500 °

0
CURV = 1°32'23"

74.696
A

138120 70.244 74.024 74.473 75.235 23.0 0.539 4.229 ST F )P


N
(

L:
= 0.50 2 m

138140 70.318 73.950 74.622 74.393 75.156 22.0 0.534 4.076 A 72 SC 0


60 Km

T
.000 m

1X
TCL = 70.000 m

TP 7.57 3864
= 24 52 m

74.549 0.528 13849


61

138160 70.120 73.877 74.314 75.077 21.0 4.194 1 :


ph

TC CH .70 SL C CH: 1 09
FALL 1 IN318

C .4
.0

1 TP 1.63
1:252 F LEV

138180 69.959 73.808 74.480 74.235 74.997 20.0 0.517 4.276 A :1 8 AB


: 13852 FL:72
)O

T C 2 e
EL

38
TPC
W

138200 70.091 73.726 74.398 74.155 74.918 19.0 0.520 4.064 KM 0 up lin
G

CH 04 13860
73.657 0 :1
C

74.298
TP
138220 69.914 73.626 74.076 74.839 17.9 0.541 4.161 C M
H

:1 37
:1

138240 70.119 73.494 74.166 73.997 74.760 16.7 0.594 3.877 TP C1 38 ,F /9 63


L 8591.
37

14 :7 -1
74.008 0.672 2: 13
.9

138260 69.814 73.336 73.917 74.680 15.4 4.103 CC A


T 4 0
CL: 27.005
5

9. TPTC
R: 3500.000
TRL: 70.000
5

2 C 27 .7
138280 70.007 73.162 73.834 73.838 74.601 14.1 0.767 3.831 A H 2 9 0 38640
T : m CH: 1 13 0
138300 69.979 72.985 73.657 73.758 74.522 12.9 0.865 3.780 CH 13 , .4 13870
138320 70.102 73.540 11.9 0.903
TP 8 FL:72
72.868 73.679 74.443 3.577 : 1 21 ITE)
1:902 F LEVEL

TC
ER S
FALL 1 IN150

138340 70.237 72.772 73.444 73.600 74.364 11.0 0.920 3.363 2 38 9.2
(AS P
A 24 72
138360 70.417 72.700 73.372 73.520 74.284 10.4 0.912 3.103 72.723 T 6. m
CH 27 ,
138380 70.670 72.675 73.347 73.441 74.205 9.9 0.858 2.771 8
138400 70.661 73.313 9.5 0.813
:1 m 0
72.641 73.362 74.126 2.701 , 13880
L =111.297

38
3
FALL 1 IN252

138420 70.736 72.604 73.276 73.282 74.047 9.0 0.771 2.547 TP 16


138440 70.850 72.546 73.218 73.203 73.967 8.6 0.749 2.353 TC .2
TO KUNDWA CHAINPUR
STATION AT KM:144.527

1 78
138460 70.985 73.141 73.124 73.888 8.2 0.747 2.139 A m
CH:1
72.469
T ,
38885
35.44

138480 71.281 72.443 73.115 73.044 73.809 7.8 0.694 1.763 C


TP H 0
138500 71.368 72.443 73.115 72.965 73.730 7.5 0.615 1.597 :1 13890
73.115 38 7-8
138520 71.541 72.443 72.885 73.650 7.3 0.535 1.344 TPCC1
42 KM .:138/ 18
138540 71.631 72.443 73.115 72.806 73.571 7.1 0.456 1.175
CC A ED 9.0
CL: 24.052
TRL: 70.000
R: 3500.000

7.
'
FALL 1 IN902

2 TC 57 'C MANN AT KM:13


138560 71.544 72.426 73.098 72.727 73.492 7.1 0.394 1.182 A H
T : 4 ASS ED
138580 71.572 72.401 73.073 72.647 73.413 7.1 0.340 1.076 m NO.4 CL EXTEND
TP CH 13 , 0 L C. E
138600 71.270 72.394 73.066 72.568 73.333 7.1 0.267 1.298 TC : 1 849 13900 . TO B
2 38 7. PROP
138620 71.314 72.394 73.066 72.489 73.254 7.1 0.188 1.175 A 52 57
72.413 72.409
G T 7
138640 71.712 72.413 73.085 72.409 73.175 7.1 0.090 0.698 RA CH
1. 4 m
62 ,
138660 71.582 72.439 73.111 72.409 73.175 7.1 0.064 0.827 D 6
IE :1 m
138680 71.584 72.402 73.074 72.409 73.175 7.1 0.101 0.825 N 38 , 0
T 59 13910
138700 71.393 72.365 73.037 72.409 73.175 7.1 0.138 1.016 PO 1
138720 71.525 72.361 73.033 72.409 73.175 7.0 0.142 0.884 ST .626
138740 71.954 72.347 73.019 72.409 73.175 7.0 0.156 0.455 A m
T ,
138760 72.106 72.399 73.071 72.409 73.175 7.0 0.104 0.304 CH
138780 72.072 72.404 73.076 72.409 73.175 7.0 0.099 0.337 :1 0
138800 71.878 72.404 73.076 72.409 73.175 7.0 0.099 0.531
38
64 13920
73.092 0.083
26.45

138820 71.864 72.420 72.409 73.175 7.0 0.545 0M


138840 71.782 72.442 73.114 72.409 73.175 7.0 0.061 0.627 ,F
E

L:
138860 71.860 72.424 73.096 72.409 73.175 7.0 0.079 0.549 72
.4
S

138880 71.808 72.398 73.070 72.409 73.175 7.0 0.105 0.601 09 0


13930
138900 71.425 72.398 73.070 72.409 73.175 6.9 0.105 0.984
138920 71.429 72.398 73.070 72.409 73.175 6.9 0.105 0.980
138940 71.319 72.398 73.070 72.409 73.175 6.9 0.105 1.090
N

138960 71.536 72.407 73.079 72.409 73.175 7.0 0.096 0.873


138980 71.905 73.104 72.409 73.175 7.0 0.071 0.504 0
W

72.432 13940
139000 72.019 72.459 73.131 72.409 73.175 7.0 0.044 0.391
KM 139

139020 72.989 72.493 73.165 72.409 73.175 7.0 0.010 -0.580 LC


139040 71.893 72.498 73.170 72.409 73.175 7.0 0.005 0.516 PR .N
139060 71.593 73.074 0.101
O O.4
72.402 72.409 73.175 7.0 0.816 P. C
139080 71.651 72.376 73.048 72.409 73.175 7.0 0.127 0.758 0
AT

TO L
A 13950
K

139100 71.603 72.388 73.060 72.409 73.175 7.0 0.115 0.806 BE SS


KM:1

139120 71.568 72.388 73.060 72.409 73.175 7.0 0.115 0.841 EX 'C'
GUR

139140 71.392 72.371 73.043 72.409 73.175 7.0 0.132 1.017 TE MA


H

N N
A

139160 71.319 72.319 72.991 72.409 73.175 6.9 0.184 1.090 D N


R SUR
N

139180 71.189 72.319 72.991 72.409 73.175 6.9 0.184 1.220


ED E
D 0
13960
VE

A K
CL OFM:139/5-6 Y

y Station
AS PE39.622 FRO

LEVEL

139200 71.215 72.337 73.009 72.409 73.175 6.9 0.166 1.194 T M


nwa Railwa
Gurha

LEVEL

9/4-5
FROM

K .:1
139220 71.262 72.350 73.022 72.409 73.175 6.9 0.153 1.148 M 3 D K M.:13 25
:1 8/ E .7 9 /7 - 8
M SPJ

139240 71.394 72.350 73.022 72.409 73.175 6.9 0.153 1.015


WA(H SPJ

39 7- 'C ' MANN T KM:139 OX KM:13.00)


) STN

SS B
.

139260 71.019 72.315 72.987 72.409 73.175 7.0 0.188 1.391 .0 8 DA X2


18 00 . 4 0 )
139280 71.316 72.345 73.017 72.409 73.175 7.0 0.158 1.094 139 7 NO A CLA XTENDE
E 2 . 0 R.C.C,SPAN (1 :70.509
6 FL
LC. . TO BE A
P P
1)

S N (1XIDGE NO: :68.742,H


34.06
3)
4)
2)

139300 71.683 72.374 73.046 72.409 73.175 7.0 0.129 0.726 PRO
9
8
7
6
5
4
3
2
1
28.67

O : 6,
13)

BR .292,BL
GE N
12
11
10

B R I D FL:72
1)

3)
4)
2)

SCALE
NOTE:-

CHAINAGE :
TBM
SPECIFIED.

· SLEEPER

DRM/SPJ
(KM:228.140)

LEGENDS:
ITEM NO:

LC GATE
BUILDING

JE/DRG/SPJ

DRM/SPJ/DRG. NO.
SSE/W/C/NKE

TRACK DETAILS

CART ROAD

SSE/W/C/NKE
PLAN HEAD: 15

SE/DRG/SPJ
SR DEN/II/SPJ
PAVED ROAD
S.NO. DESCRIPTION

CE/CON/N/MHX
SR DEN/CO/SPJ

AEN/CON/II/NKE
DY.CE/CON/NKE
AUTHORITY OF WORK:

· RUBBER PAD =10 MM

EXISTING TRACK
· RAIL HEIGHT =172 MM

BRIDGE/CULVERT
= 230 MM

RAIL 60KG 1ST CLASS


CORRECTED UP TO DATE.
PINK BOOK NO.73/25-26

PROP. CENTER LINE


PROJECT ID=030015191001

· BALLAST CUSHION = 350 MM


TOTAL =762MM

RLY. LAND BOUNDARY


BALLAST CUSHION=350 mm
PROPOSED WORK SHOWN IN RED.

M/28/2025
134200-139200.0M
EXISTING WORK SHOWN IN BLACK.

PROPOSED TRACK STRUCTURE

H 1 : 5000 &V 1 : 500


PSC SLEEPER -1660 NOS.PER/KM

RAXAUL SECTION
RIVER/NALLA/POND/LOWLAND
DRONE PHOTOGRAMMETRY TECHNIQUE.
INCORPORATING GRADE COMPENSATED.

DISMANTLE WORK SHOWN THUS


PROPOSED RAILWAY BOUNDARY

(CONSTRUCTION ORGANIZATION)

SAMASTIPUR DIVISION
VINAY SRIVASTAVA

Sanjay Kumar

Ashok Kumar

CAO/CON/N/MHX/DRG. NO.: 3700/D/LS-NKE/2025


6) THE PROPOSED CURVES HAS BEEN DESIGNED BY
DISMANTLING WORK SHOWN IN DOTTED BLACK

EAST CENTRAL RAILWAY


PER COMPLETION DRAWING NO.[C-BR-69/2017]."

www.matrix-geo.com
info@matrix-geo.com
12)VELPROPOSED TRACK IS FIT FOR SPEED UP TO 160 KMPH.

SRIVASTAVA

A1/87, 3rd Floor, Sewak Park,


DETAILED PLAN AND L-SECTION
IN NARKATIAGANJ YARD. THE RAIL LEVEL AT THIS
SLEEPER(1660 PER K.M)WITH 350MM BALLAST CUSHION.
10) SURVEY STARTED FROM CL OF NARKATIYAGANJ YARD

Dwarka Mor, New Delhi- 110059


DY. CE/CON/NKE/DRG. NO.: DCE/C/NKE/SMI-RXL/DL/LS/10
CART ROAD
SYMBOL

L- SECTION OF DOUBLING PROJECT FOR SITAMARHI -


ALL DIMENSIONS SHOWN IN METERS, UNLESS OTHER WISE

PAVED ROAD
LE PROPOSED RAIL LEVEL IS KEPT 762MM ABOVE FORMATION

HAS BEEN SHOWN IN PLAN AS PER THE SITE


8) EXISTING GRADIENT SHOWN IN THE PLAN ARE AS PER SITE.

Digitally signed by VINAY


DIVISIONAL OFFICERS SIGNATURE

NANDLAL YADAV NANDLAL YADAV

CONSTRUCTION OFFICERS SIGNATURE


7) THIS PLAN IS PREPARED ON SCALE AS PER IR ENGG.CODE 1982

Digitally signed by
14) "TEMPORARY BENCH MARK (TBM) HAS BEEN TAKEN FROM
FROM SITE USING MODERN SURVEY TECHNOLOGY INCLUDING
5) RULING GRADIENT OF THE SECTION HAS BEEN KEPT AS 1 IN 150

9) THE L-SECTION HAS BEEN PREPARED AS PER DATA COLLECTED

Digitally signed by Ashok Kumar

SHEET NO. 10/11


THE RAIL LEVEL OF BRIDGE NO. 97 LOCATED AT KM 228/880

Date: 2025.06.23 17:36:30 +05'30'

Date: 2025.05.31 11:36:35 +05'30'


LEVEL FOR THE TRACK STRUCTURE ON 60 K.G NEW RAIL ON PSC

Digitally signed by Sanjay Kumar


Date: 2025.06.15 18:59:43 +05'30'

PROJECT CONSULTANT :- MATRIX GEO SOLUTION PVT. LTD.


AEN/CON/II/NKE
CERTIFIED THAT THE RAILWAY LAND BOUNDARY
11) ALL CURVES ARE DESIGNED FOR MAXIMUM SPEED OF 160 KMPH.

LOCATION IS 85.227 METERS AS RECORDED ON [04/12/2020] AS

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