Verified

ENGG. SIDING CSL = 113.00 M DS TO DE

DE

12:43:22 IST
MINTU KUMAR
Date: 2025.06.28
Signature Not

Digitally signed by

Location: New Delhi

Reason: IREPS-CRIS
LEVEL

LEVEL

CHAINAGE
AS PER SITE
ST

DIFF PRL & ERL

CUT (-)_FILL()

EX RAIL LEVEL

GROUND LEVEL
CL OF SITAMARHI
STATION AT KM: 105.55 FROM SPJ

PROP RAIL LEVEL

PROP. FORMATION

EX. FORMATION
EX.CL TO PROP. CL
EXISTING GRADIENT
45
55
65
75

50
60
70
80

PROPOSED GRADIENT

TRACK DISTANCE B/W

130.33

UP MAIN NO. 4 CSL= 696.00 M

DE
GOODS SIDING LINE NO 7 CSL:363.00M
G

DOWN MAIN LINE NO. 2 CSL= 686.00 M

COMMON LOOP LINE NO. 3 CSL= 770.00

COMMON LOOP LINE NO.1 CSL= 686.00
105700 63.763

M
M
63.960 0.090 63.288 63.288

LEVEL
19.3

DE TO
63.288 63.288 64.050 -0.475 R
AT KM:105.550

LEVEL
105720 63.694 63.288 63.960 63.288 64.050 19.3 0.090 -0.406
TP AD
CH: 105700 CH: 105700

KILOMETER POST KM 105.7

105740 63.633
TC IE 105700

HORIZONTAL GEOMETRYL=17.123
63.288 63.960 63.288 64.050 19.2 0.090 -0.345 1 N FL:63.288 FL:63.288

D
R
D
105760 63.633 63.960 63.288 64.050 19.1 0.090 -0.345 TPTC1: 105717.12 DN LINE

CL
63.288 TP AT T PO (AS PER SITE)
105780 63.722 63.288 63.960 63.288 64.050 18.9 0.090 -0.434 C C S

LEVEL

LEVEL
105800 64.086 63.288 63.960 63.288 64.050 18.5 0.090 -0.798
TP C1 H : T A
TPCC1: 105767.12

LEVEL
LEVEL

TRL: 50
R: 4500
105820 64.505
CC AT 105 T
63.960 63.288 64.050 18.2 0.090 -1.217

R
63.288

CL: 30.476
105840 64.597 63.288 63.960 63.288 64.050 17.9 0.090 -1.309
2 C 717CH:
A H TPCC2: 105797.60 105800
CH:105800

1:4
TO SITAMARHI STATION

CURVE NO.22

TP
= 0.389°
105860 64.602 T : 1 .12 105

R1
63.288 63.960 63.288 64.050 17.5 0.090 -1.314

14
CH 0 70

= 1°01'29"
G

TC
105880 64.635

= 30.476 m

:41
LEVEL
63.288 63.288

2
63.288 63.960 63.288 64.050 17.1 0.090 -1.347 0M

LTC = 50.000 m
TPTC2: 105847.60

LEVEL
1IN12

4
TCL = 130.476 m
RA : 1 576

Vmax = 160 Kmph

7 CH:105850

A
= 4500.000 m
105900 63.112 63.377 64.049 63.377 64.139 16.8 0.090 0.265 0 ,F CH: 105880

T
TP DIE 57 .12 L: CH: 105880
105920 62.881 63.466 64.138 63.467 64.229 16.4 0.090 0.586 9 FL:63.288

L =88.418
63 FL:63.288

CH
TC NT 7. 105900

1:22
.2

LEVEL
105940 62.716 64.228 63.556 64.318 16.1 0.090 0.840 (AS PER SITE) DN LINE

1:22
63.556 1 P 60

:1
88
105960 63.232 LC A O

05
63.645 64.317 63.645 64.407 15.8 0.090 0.413 141.87 90.91 4R

8
4R
PR N T ST
105980 63.431 64.406 15.5 0.090 TPTC1: 105936.02

1IN12

47
63.734 64.496 0.303

1IN12
63.734

DE

.
TPOP o.5 CH AT -6
106000 62.712

60
63.823 64.495 63.824 64.586 15.3 0.090 1.112 C O 7,C : C CH:105978 5.3
LC No.57,CLASS-'A' MANNED Km.:105/5 05.972
ED TO BE EXT ENDED AT KM:1
106020 62.519 32.03 PRO
POS
31.00

R: 4500
64.585 63.913 64.675 15.3 0.090 1.394 CH:105975

LEVEL R

KM 106
63.913 TP C1SED LA 105 H: 1 TPCC1: 105986.02

TRL: 50
CL: 27.937
D
106000

1
D
106040 62.465 64.002 64.674 64.002 64.764 15.3 0.090 1.537
CC AT TO SS 93 05
- 6 8

CL
TPCC2: 106013.95

:43

RISE 1 IN 224
RISE 1 IN 224
106060 62.492 64.091 64.763 64.092 64.854 15.3 0.090 1.599

0
TP 2 A CHBE 'A' M .02 80M
1:22

106080 62.128

1IN12

1:22
64.180 64.852 64.181 64.943 15.2 0.091 2.053 TC T : 1 EX A ,F
4

1IN12
106100 62.028 2 CH 05 TE NN L:
TPTC2: 106063.95
R

64.270 64.942 64.270 65.032 15.2 0.091 2.242 A : 63 DE

4R
(AS PER SITE)

DE
98 ND ED
106120 62.042 64.359 65.031 64.359 65.121 15.2 0.091 2.317 T 10 6 E K .2 CH: 106140
.

R1
G CH 60 02 D m 88 CH: 106140 106100
106140 61.769 65.120 15.2 0.091 64.448 64.448 1 A . FL:64.449

= 0.389°
64.448 64.448 65.210 2.680 :

:43
RA 3 T 10 FL:64.449 CURVE NO.22A

0
= 0°59'32"
106160 61.156 :1 DN LINE

L =291.066
64.448 65.120 64.448 65.210 15.1 0.091 3.293 D

= 27.937 m
K 5/

LTC = 50.000 m
06 .95 CH:106130

TCL = 127.937 m
IE

1IN12
M 5-
106180 59.932

Vmax = 160 Kmph

= 4500.000 m
64.448 65.120 64.448 65.210 15.0 0.091 4.517 N 06 :1 6 CH:106140 52.00 DE
LEVEL

T 3 05

LEVEL
R1
106200 58.528 64.448 65.120 64.448 65.210 15.0 0.091 5.921 PO . 95 .9
106220 58.738 72 PG+O.W.G KM:105/11-13

:33
64.448 65.120 64.448 65.210 14.9 0.091 5.710 ST BRIDGE No: 63 Span:(2x12.201x45.70)

LEVEL
LEVEL
106240 59.585 65.120 0.091 B A 106200 an:(2x12.201x4 5.70) PSC SLAB +O.W.G
64.448 64.448 65.210 15.0 4.864 T PROP. BRIDGE NO.63,Sp
106260 60.149 P RI 92

R1
64.448 65.120 64.448 65.210 15.0 0.091 4.300 KM RO DG CH CH:106.220 1,FL:64.448,BL:58.572,HFL:62.6
106280 59.244 15.00 32.00
64.448 64.448

:33
64.448 65.120 64.448 65.210 15.0 0.091 5.204 :1 P B E N :1

0
106300 59.140 06
64.419 65.091 64.418 65.180 14.9 0.089 5.278 G 06.2 RID o:
RA 2 G 63 14 22.02
106320 59.181 64.389 65.061 64.387 65.149 14.9 0.088 5.206 0M CH:106275
106340 59.212
D 0 ,F E N Sp ,F CH: 106280 106300 CH: 106280
64.360 65.032 64.357 65.119 15.0 0.087 5.145 IE L O a

F 1:2
N :6 .6 n:( L: FL:64.449
D
R

106360 59.855 FL:64.449

D
LEVEL 1:6

65.002 0.086

TP
14.9

E/P
64.330 64.326 65.088 4.471 T 4. 3 2

1IN12

30
64

LEVEL 1:6
DN LINE

T
CL

PO 44 ,S x1 .4
106380 60.896 (AS PER SITE)
51

64.301 64.973 64.295 65.057 14.9 0.084 3.399

C1
ST 8,B pan 2.2
0
49
TPTC1: 106355.02 27.02 CH:106346
F

A
D/END
106400 59.853 64.943 14.8 0.083

51 F
64.271 64.264 65.026 4.412

T
TP A :5 :(2 1x

E/P

C
106420 59.838 64.242 64.914 64.234 64.996 14.5 0.082 4.395 CC T 8. x1 45

H
CH 57 2. .7
106440 59.957 1 106400

:1
64.212 64.884 64.203 64.965 14.1 0.081 4.246 A : 1 2,H 201 0) TPCC1: 106405.02
T

06

TRL:50
106460 59.730 TP

R: 4500
64.855 13.8 0.079
CURVE NO.23

64.183 64.172 64.934 4.442 06 FL x4 PG

= 0.389°

35
C
E/P

CL: 49.187
CH

5
28 :6 5. +
106480 60.856
= 1°15'46"

64.153 64.825 64.141 64.903 13.3 0.078 3.285

.0
TP C2
= 49.187 m

:1 0M 2.6 70 O.

2
LTC = 50.000 m

TPCC2: 106454.21
TCL = 149.187 m

106500 61.499 TC A
Vmax = 160 Kmph

64.124 64.796 64.111 64.873 12.8 0.077 2.612 T 06

= 4500.000 m

, F 92 ) P W.G
CH:106484 52.00

FALL 1 IN 651
FALL 1 IN 651
2 C 40 SC
106520 61.704 64.095 64.767 64.080 64.842 12.3 0.075 2.376 A H 5. L:
64 K 7.35
E/P

106540 61.955 64.065 64.737 64.049 64.811 11.8 0.074 2.095

BR T C : 1 02 . SL M:
TPTC2: 106504.21 106500
1IN12

PR ID H 06 44 AB 10
106560 62.143 64.036 64.708 64.019 64.781 11.4 0.073 1.875 O G : 4 9 +O5/1 BRIDGE NO.64,Span(1x1.50) RCC BOX KM:106/2-3

RC
106580 62.512 64.678 0.072
P. E 10 54. .W1-1 PROP. TO BE EXTEND BRIDGE NO.64,Span(1x1.50) RCC BOX

C
64.006 63.988 64.750 10.9 1.476 11.8
E/P

106600 63.231
TO NO 650 21 .G 3 AT CH:106.555 ,FL:64.043,BL:61.393,HFL:62.772
64.649 10.5 0.070

BO
63.977 63.957 64.719 0.726
TF

X
BE .64 4.2
106620 61.205 63.947 64.619 63.926 64.688 10.0 0.069 2.721 L , 1 11.1 LC No.58,CLASS-'A' MANNED Km.:106/3 06.592
PROPOSED TO BE EXTENDED AT KM:1

CH
EX Spa
1:651

1:651
106640 61.738 PR C N 106600
E/P

:1
63.918 64.590 63.896 64.658 9.6 0.068 2.158 63.888 63.888 TE n(1
F

F
O o.5

06
P

.
106660 61.471

F1
63.888 64.560 63.888 64.650 9.1 0.090 2.417 G O ,C 8 N x1
D .5

55
CH: 106645 CH: 106645

L =207.589
106680 61.486

:23
21.00
RA SE L
63.888 64.560 63.888 64.650 8.7 0.090 2.402 A
BR 0)

0
D

,F
D FL:63.888
E/P

FL:63.888

L
106700 61.406 63.888 64.560 63.888 64.650 8.3 0.090 2.482 ID RC

:6
IE TO SS-
N ' G C CH:106665 DN LINE

4
106720 61.630 A E (AS PER SITE)

TP
64.560 7.8 0.090

.0
63.888 63.888 64.650 2.258

T
T BE ' M

4
N BO

3
LEVEL

,
106740 61.762 PO E A O X 106700

LEVEL
64.560 0.090

C1
63.888 63.888 64.650 7.4 2.126
E/P

.6 K

A
TPTC1: 106711.80

BL
ST XT N R 1:920

:
106760 61.781 N

T
64.560 7.1 0.090
4, M
63.888 63.888 64.650 2.107 E

6
TP
D
R
D

Sp :

C
1.
A N ED
106780 61.791
CL

CC T D

H
63.888 64.560 63.888 64.650 6.9 0.090 2.097 an 10

39
1 C K

:1
H ED m (1 6/2
106800 61.668 A
E/P

0
63.888 64.560 63.888 64.650 6.7 0.090 2.220 TPCC1: 106761.80

,H
x1 -3
T : 1 A .:1

67
T .5

R: 4500
106820 62.539 0

FL
64.560 6.6 0.090 C 0

:
63.888 63.888 64.650 1.349

TRL: 50
0)

11
H

CL: 69.457
TP 66 K 6/3

62
106800

.
106840 62.077 64.560 63.888 64.650 6.6 0.090 1.811

80
63.888 CC :1 45 M

77
E/P

2
106860 62.690 06 M :10
63.888 64.560 63.888 64.650 6.7 0.090 1.198 A 7 , F 6. TPCC2: 106831.25
6
= 0.389°

106880 62.336 63.888 64.560 63.888 64.650 6.8 0.090 1.552 TP T

CURVE NO.23A

1. L: 592
= 1°31'16"

CH 80 63
= 69.457 m

TC
106900 62.114
LTC = 50.000 m

63.888 64.560 63.888 64.650 6.8 0.090 1.774

TCL = 169.457 m

2 .8
Vmax = 160 Kmph

R 1:92
E/P

:1

L-SECTION
= 4500.000 m

106920 62.383 63.888 64.560 63.888 64.650 6.9 0.090 1.505 A 88 TPTC2: 106881.25
T 06
8
106940 62.470 63.888 64.560 63.888 64.650 6.9 0.090 1.418 3 106900
CH:106900
CH
106960 62.276 63.888 64.560 63.888 64.650 7.0 0.090 1.612 : 1 1.25
E/P

06
106980 62.251 63.888 64.560 63.888 64.650 7.1 0.090 1.637 88
107000 62.277 1.
0 R 1:3440

63.888 64.560 63.888 64.650 7.2 0.090 1.611

PLAN

25

LEVEL
LEVEL
107020 62.161 63.888 64.560 63.888 64.650 7.3 0.090 1.727

KM 107
E/P

107040 62.116 63.888 64.560 63.888 64.650 7.4 0.090 1.772 107000
107060 62.127 63.888 64.560 63.888 64.650 7.5 0.090 1.761
107080 61.958 63.888 64.560 63.888 64.650 7.5 0.090 1.931
E/P

107100 62.267 63.888 64.560 63.888 64.650 7.6 0.090 1.622 7.5
107120 62.075 63.888 64.560 63.888 64.650 7.7 0.090 1.813
RAILWAY BOUNDERY

RAIL LEVEL
107140 62.013 63.888 64.560 63.888 64.650 7.8 0.090 1.876 107100
E/P

107160 62.121 63.888 64.560 63.888 64.650 7.8 0.090 1.767

RAILWAY BOUNDERY

107180 61.974 63.888 64.560 63.888 64.650 7.9 0.090 1.914

107200 61.992 63.888 64.560 63.888 64.650 8.0 0.090 1.896 21.00 LC No.59,CLASS 'C' MANNED Km.106/8-9

GROUND LEVEL
FORMATION LEVEL
107220 64.890 63.888 64.560 63.888 64.650 8.1 0.090 -1.002 LC PROPOSED TO BE EXTENDED AT KM:107.217
107240 61.054 63.888 64.560 63.888 64.650 8.2 0.090 2.834 PR N CH:107205 107200
O o. 8
107260 62.132 63.888 64.560 63.888 64.650 8.3 0.090 1.756 PO 59 TPTC-1 107115 BRIDGE NO: 65 ,SPAN(1X1.50), RCC BOX KM:106/12-13
8.1
E/P

107280 62.038 63.888 64.560 63.888 64.650 8.5 0.090 1.851 SE ,CL PROP. TO BE EXTEND BRIDGE NO: 65 ,SPAN(1X1.50), RCC BOX
R
D
R 1:34

CH:107250
SE

107300 61.881 63.888 64.560 63.888 64.650 8.5 0.090 2.007

D AS
TO S AT CH:107.239 ,FL:63.888,BL:60.658,HFL:62.387
40

107320 61.794 63.888 64.560 63.888 64.650 8.5 0.090 2.094 BE 'C' M CH: 107300
107340 61.800
BR 107300 107300 FL:63.888
E/P

64.560 0.090
R 1:3440 R 1:620

63.888 63.888 64.650 8.6 2.088 63.888 63.888 ID EX A 23.00

PR
107360 62.052 R G up line

O
63.888 64.560 63.921 64.683 8.8 0.123 1.869 C E TE NN
CH: 107345 CH: 107345
C

P.
107380 61.840 N N ED CH: 107360
= 0.5°

64.605 63.965 64.727 8.9 0.122 2.126

CURVE NO.

63.933 O
LEVEL

D FL:63.888 FL:63.888
:
LEVEL 1:4

107400 61.969 G BOX ED Km DN LINE FL:63.888

E/P

64.649 0.123
LEVEL 1:4

63.977 64.010 64.772 9.0 2.041

5

65
24A

RA
(AS PER SITE)
D
R
LEVEL 1:43

up line

TO C
107420 62.662 64.693 64.054 64.816 9.1 0.123 1.392 D ,S A .10
T

E
64.021
CL

BE H:
2R

IE 107400
TCL = 180.000 m

PA 107400
52 R

10

XT
107440 62.243
= 3500.000m
1R

64.737 64.098 64.860 9.2 0.123 1.855 N N

K 6/8-

L =1018.606
Vmax = 100 Kmph

64.065 M 9 TPTC-2 107295

E
= 30.000 mm

T 7.2

N
107460 62.815 (1 :1
64.782 64.142 64.904 9.2 0.122 1.327

D
64.110
E/P

PO 39 X1 07
107480 62.629 .5 .2 TPTC1: 107434.99
64.826 64.187 64.949 9.1 0.123 1.558

BR
64.154 ST ,FL 0) 17

ID
107500 63.212 64.198 64.870 64.231 64.993 9.0 0.123 1.019 A :63 ,R TPTC-1 107345

G
T

E
R

C
D

TPCC1: 107474.99
E/P

107520 62.816 C
= 0.389°

SE

64.242 64.914 64.275 65.037 8.7 0.123 1.460

N
CH .888
107500

O
107500
= 1°16'40"

107540 62.826
CURVE NO.24A1

BO
64.959 64.319 65.081 8.2 0.122 1.494
= 60.347 m

64.287 : 1 ,BL
LTC = 40.000 m

:6
X
TCL = 140.347 m

5
07 :6
Vmax = 160 Kmph

107560 63.288
= 4500.000 m

64.331 65.003 64.364 65.126 7.7 0.123 1.076

E/P

,S
34 0.6 KM

P
107580 63.497 64.375 65.047 64.408 65.170 7.1 0.123 0.911 5M 58 :1 TPCC2: 107535.33

AN
06
107600 63.998 65.091 0.123
, F ,HF

(1
64.419 64.452 65.214 6.4 0.454 29.00
= 0.5°

/1
CURVE NO.

L: L: TPTC2: 107575.33
E/P

X1
107620 64.334 2-

.
64.463 65.135 64.496 65.258 6.2 0.123 0.162 63 62 13
24B

107600

50
107640 64.488 .8 .3 107600
R 1:6

),
64.508 65.180 64.541 65.303 7.7 0.123 0.053 88 87
TCL = 170.000 m

107660 64.344 65.224 64.585 65.347 9.4 0.123 0.241

= 3500.000m

64.552

RISE 1 IN 452
RISE 1 IN 452
E/P

Vmax = 100 Kmph

D
R

= 30.000 mm
D

107680 64.651 65.268 64.629 65.391 11.0 0.123 -0.022 CH:107635 TPTC-2 107515
CL

64.596
107700 64.916 64.640 65.312 64.673 65.435 12.4 0.123 -0.243 TPTC1: 107658.60 32.07
E/P

107720 64.962 65.357 64.718 65.480 13.4 0.123 -0.244

20 LEVEL

64.685
107740 65.011 G TPCC1: 107698.60 107700 107700 CH:107696
64.729 65.401 64.762 65.524 14.1 0.123 -0.249 RA
LEVEL

107760 65.050 64.773 65.445 64.806 65.568 14.5 0.123 -0.244

E/P

D
= 0.389°

107780 65.121 64.817 65.489 64.850 65.612 14.7 0.123 -0.271 IE

N CH:107740 TPCC2: 107751.03
= 1°10'37"
CURVE NO.24B1

107800 65.187 T
= 52.427 m

64.862 65.534 64.895 65.657 14.8 0.123 -0.292

LTC = 40.000 m
TCL = 132.427 m

E/P

R 1:5
Vmax = 160 Kmph

PO
= 4500.000 m

107820 65.248 64.906 65.578 64.939 65.701 15.3 0.123 -0.309 ST TPTC2: 107791.03 107800 107800
1:45

107840 65.304
200

64.950 65.622 64.983 65.745 15.4 0.123 -0.321 A

E/P

107860 65.357 T
64.994 65.666 65.027 65.789 15.4 0.123 -0.330 CH: 107880
E/P

CH
107880 65.476 65.039 65.711 65.072 65.834 15.4 0.123 -0.404 :1 FL:65.072
E

07 23.00 DN LINE
S

1:43

88
2 RLEVEL

KM 107.88
1:45
TO RIGA STATION AT
KM:114.400

0M
E/P
1R

,F 107900 107900 CH: 107920

CH: 107920 CH:107913
L:
43.31 FL:65.188
65 FL:65.127
2 R LE

.0 up line
72 (AS PER SITE)
N

VEL
LEVEL
W

BRIDGE NO: 66,SPAN(15X6.10) PSC SLAB,KM:107/8-9

24 108000 PROP.BRIDGE NO: 66,SPAN(15X6.10) PSC SLAB,KM:107.987
15 FL:65.188,BL:61.218,HFL:63.538
1)

3)
2)

4)

9
8
7
6
5
4
3
2
1

12
11
10
1)

3)
2)

4)

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
SR DEN/II/SPJ
PLAN HEAD: 15

PAVED ROAD

SSE/DRG/SPJ
S.NO. DESCRIPTION

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

AEN/CON/II/NKE
DY.CE/CON/NKE
· RUBBER PAD =10 MM
AUTHORITY OF WORK:

EXISTING TRACK
· RAIL HEIGHT =172 MM

BRIDGE/CULVERT
RAIL 60KG 1ST CLASS
= 230 MM
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/19/2025
107300-112300.0M
EXISTING WORK SHOWN IN BLACK.

PROPOSED TRACK STRUCTURE

H 1 : 5000 &V 1 : 500

PSC SLEEPER -1660 NOS.PER/KM

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

DISMANTLE WORK SHOWN THUS

PROPOSED RAILWAY BOUNDARY

(CONSTRUCTION ORGANIZATION)

SAMASTIPUR DIVISION

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

VINAY SRIVASTAVA

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

SITAMARHI - RAXAUL SECTION

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

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

SRIVASTAVA

A1/87, 3rd Floor, Sewak Park,

DETAILED PLAN AND L-SECTION
L- SECTION OF DOUBLING PROJECT FOR
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/01
CART ROAD
SYMBOL

PAVED ROAD
ALL DIMENSIONS SHOWN IN METERS, UNLESS OTHER WISE

13) PROPOSED RAIL LEVEL IS KEPT 762MM ABOVE FORMATION

HAS BEEN SHOWN IN PLAN AS PER THE SITE

Digitally signed by VINAY

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

DIVISIONAL OFFICERS SIGNATURE

CONSTRUCTION OFFICERS SIGNATURE

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

NANDLAL YADAV NANDLAL YADAV

14) "TEMPORARY BENCH MARK (TBM) HAS BEEN TAKEN FROM
FROM SITE USING MODERN SURVEY TECHNOLOGY INCLUDING

Digitally signed by
Date: 2025.06.23 17:26:47 +05'30'
5) RULING GRADIENT OF THE SECTION HAS BEEN KEPT AS 1 IN 150

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

SHEET NO. 1/11

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

Digitally signed by Ashok Kumar

Digitally signed by Sanjay Kumar
Date: 2025.06.15 19:07:34 +05'30'
LEVEL FOR THE TRACK STRUCTURE ON 60 K.G NEW RAIL ON PSC

Date: 2025.05.31 11:39:47 +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