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L SectionSheetNo.9

The document appears to be a technical report related to railway construction or maintenance, detailing various measurements and levels at specific chainages. It includes data on existing and proposed rail levels, gradients, and geometrical measurements. The report is dated June 28, 2025, and is associated with a project in New Delhi.
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0% found this document useful (0 votes)
32 views1 page

L SectionSheetNo.9

The document appears to be a technical report related to railway construction or maintenance, detailing various measurements and levels at specific chainages. It includes data on existing and proposed rail levels, gradients, and geometrical measurements. The report is dated June 28, 2025, and is associated with a project in New Delhi.
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

BRID
30

12:40:34 IST
PRO GE NO:
P 8

MINTU KUMAR
C H: 1 . BRIDG 9,SPAN

Date: 2025.06.28
Signature Not

Digitally signed by
28.8 E NO (2X3
78,F

Location: New Delhi


L:76 : 89,SPA 0.507X6

Reason: IREPS-CRIS
CH: 1 12900
0 .830, 1
29 BL:6 N (2X30. .00) OW
507X
9.168 G KM
FL:76 120 6 :

LEVEL
,HFL

LEVEL
.831

LEVEL 1
(AS PE :72.1 1.00) O.W128/5-14
88 .G

:57
R SITE)

F 9

FORMATION
12910
0

LEVEL

CHAINAGE
30

AS PER SITE
352.0
9

DIFF PRL & ERL


CUT (-)_FILL()
CH:1

EX RAIL LEVEL

GROUND LEVEL
2922

PROP RAIL LEVEL


4

E/P

PROP. FORMATION

EX. FORMATION
RE- GRADE OF EXT.
EX.CL TO PROP. CL
65
75
85

60
70
80
90

EXISTING GRADIENT
PROPOSED GRADIENT
KM:126.070

TRACK DISTANCE B/W


12920
0

HORIZONTAL GEOMETRY
G
129200 77.201 76.686 77.358 76.748 77.510 30.0 0.152 -0.453 76.748 RA 3 6 5 .6
129220 77.191 76.686 77.358 76.714 77.476 29.9 0.118 -0.476 D 1292
00 5

KILOMETER POST KM 129.2


E/P
IE
129240 77.122 76.671 77.343 76.680 77.442 29.7 0.099 -0.442 N
T 74.26
129260 77.068 76.596 77.268 76.647 77.409 29.5 0.141 -0.422 PO 88.90
12930
129280 77.017 76.583 77.255 76.613 77.375 29.3 0.120 -0.404 ST 0

E/P
129300 76.975 76.527 77.199 76.579 77.341 29.2 0.142 -0.396 A
T 1293 CH: 1
00 2

LEVE
129320 76.973 76.481 77.153 76.545 77.307 0.154 -0.427

LEVE
29.0 CH C H: 1

L
2 FL:76 9200
. 7
129340 76.929 76.482 77.154 76.512 77.274 28.8 0.120 -0.417 :1 FL:76 9260
TO DHANG STATION AT

. up lin 48

E/P
129360 76.811 76.457 77.129 76.478 77.240 0.111 -0.333
29 DN 830 e
28.6 20
1:5
LIN
E
12940
129380 76.719 76.435 77.107 76.444 77.206 0.099 -0.275 0M 0

1:3
28.5 92

86
129400 76.689 76.432 77.104 76.410 77.172 28.3 0.068 -0.279 ,F F

1:5
1294

7
L: CH: 1 00

E/P
129420 76.700 76.434 77.106 76.376 77.138 28.1 0.032 -0.323 76 2

9F
.7 FL:76 9540
129440 76.733 76.442 77.114 76.343 77.105 27.9 -0.009 -0.391 48 .105
(AS P

FALL 1 IN579
129460 76.791 76.381 77.053 76.309 77.071 27.8 0.018 -0.482

1:1
ER S 12950
ITE) 0

E/P
129480 76.768 76.344 77.016 76.275 77.037 27.6 0.021 -0.493

79
129500 76.691 76.297 76.969 76.241 77.003 27.4 0.034 -0.450

4F
1295
00

FALL 1 IN 592
129520 76.606 76.225 76.897 76.208 76.970 27.2 0.073 -0.399
G
129540 76.616 76.105 76.777 76.174 76.936 27.1 0.159 -0.442 76.105 RA
129560 76.588 76.118 76.790 76.140 76.902 26.9 0.112 -0.448 D

1:3

F
IE 12960
0

8
129580 76.495 76.073 76.745 76.106 76.868 26.7 0.123 -0.389 N

1:
CH: 1
T 2

6F

50
129600 76.133 76.048 76.720 76.072 76.834 26.5 0.114 -0.060

0
PO 1296 FL:76 9540
CH:1 00
129620 75.870 76.022 76.694 76.039 76.801 0.107 0.168 2969 DN .105

F
26.4 ST 0 LIN
A E

1:1
129640 75.443 76.016 76.688 76.005 76.767 26.2 0.079 0.562

1:3
T
79

50
129660 74.805 75.985 76.657 75.971 76.733 26.0 0.076 1.166 CH 12970
0
8F
129680 74.113 75.943 76.615 75.937 76.699 25.8 0.084 1.824 :1
G 29
129700 73.369 75.909 76.581 75.904 76.666 25.7 0.085 2.535 75.904 RA 54 1297
00
129720 72.924 75.952 76.624 75.904 76.666 25.5 0.042 2.980 D 0M
IE ,F
129740 72.275 75.983 76.655 75.904 76.666 25.3 0.011 3.629 N
1:5

T L:
129760 71.726 76.001 76.673 75.904 76.666 25.3 -0.007 4.178 76 12980 CH:
92

PO
.1 0 12
F

129780 71.387 75.987 76.659 75.904 76.666 25.4 0.007 4.516 ST 05 FL:7 9700
5
129800 71.185 75.852 76.524 75.904 76.666 24.8 0.142 4.719 A CH:
12
1298
00 up lin .904
e
T

FALL 1:1794
LEVEL
129820 71.042 75.813 76.485 75.904 76.666 0.181 4.862 FL:7 9960
24.6 CH 5.871
LEVE

(AS P
129840 71.012 75.729 76.401 75.904 76.666 0.265 4.891 :1

1:1794 F 1:3
24.4
L

29 ER S
ITE)

15
129860 70.852 75.737 76.409 75.904 76.666 24.3 0.257 5.051 70
12990
0

F
129880 70.757 75.754 76.426 75.904 76.666 24.1 0.240 5.146 0M

1:3
1299
129900 70.614 75.850 76.522 75.904 76.666 23.9 0.144 5.290 G
,F 0 0

50
L: CH:1
129920 70.868 75.910 76.582 75.904 76.666 23.7 0.084 5.036 RA 75 3000
75.904 D .9 0
129940 71.017 75.903 76.575 75.904 76.666 23.6 0.091 4.887

F1
IE 04
129960 70.835 75.871 76.543 75.842 76.604 0.061 5.007 75.871
G N 13000
0
23.4

:11
1:1

RA T
7

25
129980 70.647 75.799 76.471 75.780 76.542 23.2 0.071 5.133 PO
98

1300

L =1507.759
IE ST 00 CH: 1
2
130000 70.665 75.731 76.403 75.718 76.480 23.0 0.077 5.054 N
F

T A CH:
76.358 T
FL:75 9960 12
130020 70.713 75.657 76.419 0.061 4.943

KM 130
75.686 22.9 DN .871
LEVEL

PO FL:7 9940
130040 70.686 76.292 0.065
CH LIN 5
75.620 75.595 76.357 22.7 4.908 ST E up lin .904
e
1:3

13010
1:3

A :1 0
130060 70.632 75.575 76.247 75.533 76.295 22.5 0.048 4.901 T 29
30
24

130080 70.597 75.513 76.185 75.471 76.233 22.3 0.048 4.874 94


F
F

CH 1301
0 0
130100 70.501 75.393 76.065 75.410 76.172 22.1 0.107 4.909 : 1 0M
,
29
130120 70.453 75.293 75.965 75.348 76.110 22.0 0.145 4.895 99 FL:
130140 70.558 75.249 75.921 75.286 76.048 21.8 0.127 4.728 0M 75 13020
0

F1
130160 70.557 75.224 75.896 75.225 75.987 21.6 0.091 4.668 , F .904

1:3
L:

:11
130180 70.566 75.158 75.830 75.163 75.925 21.4 0.095 4.596 75 CH:
1
1302

15
.8 00

25
130200 70.490 75.093 75.765 75.101 75.863 0.098 4.611

F
21.3 FL:7 30340 CH:1

FALL 1 IN315
FALL 1 IN 324
71 3030
130220 70.522 75.026 75.698 75.039 75.801 21.1 0.103 4.517 (AS P
4.665 0
ER S
130240 70.561 74.943 75.615 74.978 75.740 20.9 0.125 4.417 ITE) 13030
0

LEVE
1:33

130260 70.564 74.877 75.549 74.916 75.678 0.129 4.352

L
20.7

R 1:410
0F

75.512 CH: 1
130280 70.451 74.840 74.854 75.616 20.6 0.104 4.403 1303
0 0 3
75.469 FL:74 0300
130300 70.591 74.797 74.792 75.554 20.4 0.085 4.201 .8 41
DN
E/P

130320 70.468 74.750 75.422 74.731 75.493 20.1 0.071 4.263 LIN
G E
130340 70.165 74.667 75.339 74.669 75.431 19.9 0.092 4.504 74.665 74.669 RA
130360 70.490 74.690 75.362 74.669 75.431 19.8 0.069 4.179 D 19.4
1:410 R

E/P

IE 1304
130380 70.923 74.767 75.439 74.669 75.431 19.7 -0.008 3.746 N CH:
1 00 LC.N
1:3

T O

LEVE
CH:
1

LC
75.502
24

130400 71.076 74.830 74.669 75.431 19.5 -0.071 3.593 PO FL:7 30520 PRO .75 CLAS
4.665

.N
PR P. TO S 'C' FL:7 30340
130420 70.509 74.787 75.459 74.669 75.431 -0.028 4.160

O
19.3 (AS P
u

LEVEL
O ST

.
p
E/P

BE E MAN 4.669
ER S N line
F L

75
75.367 0.064
130440 70.723 74.695 74.669 75.431 3.946 P. XTEN
19.1 T
ITE) 88.38

LEVEL
CH:1 CH:1 74.84 DED ED KM.:1
TO 3051 3

CL
3055
130460 70.541 74.605 75.277 74.669 75.431 18.9 0.154 4.128 CH 0 7 AT K

L 1:899 R

A
BE 1305 M:13 0/2-3
EVEL

130480 70.477 74.604 75.276 74.669 75.431 18.7 0.155 4.192 :1 00

SS
0.395
E/P

EX 30

'C
'
130500 70.289 74.621 75.293 74.669 75.431 18.5 0.138 4.380 34
G TE

M
44.33 0523
R 1:410 R 1:1300

130520 70.540 74.639 75.311 74.669 75.431 18.4 0.120 4.129 74.665 74.669 N 0M

A
CH:13 CH:
RA
D
44.11 1

N
130540 70.033 74.680 75.352 74.694 75.456 0.104 4.661 D ,F

N
18.2
E/P

ED FL:7 30520
IE L: 4.669

ED
130560 70.792 74.723 75.395 74.719 75.481 18.0 0.086 3.927 N A 74 up lin
e
T T 1306

K
.6 00
130580 70.983 74.742 75.414 74.744 75.506 17.8 0.092 3.762 K

M
PO 69
M

.:1
TPTC
130600 70.779 74.733 75.405 74.770 75.532 17.6 0.127 3.990

3
E/P

ST :1 1: 13
LEVEL 1:795 R

0/
75.477 0.080 A 30 0707

2
130620 70.839 74.805 74.795 75.557 17.5 3.956 T .3 .76

-3
130640 70.220 74.855 75.527 74.820 75.582 17.3 0.055 4.600 CH 95
130660 70.140 74.874 75.546 74.845 75.607 17.2 0.061 4.706 :1
E/P

1307
30 00
130680 70.038 74.828 75.500 74.870 75.632 17.0 0.132 4.832 52 TPCC
R
D
130700 69.904 74.882 75.554 74.895 75.657 16.9 0.103 4.992 0M 1: 13
SE
TP 0787
TPTC-1 .76
E/P

130720 70.331 74.939 75.611 74.921 75.683 0.072 4.590 ,F


16.8 TC 130615
130740 70.479 74.993 75.665 74.946 75.708 0.043 4.467 1 L:
16.8 A 74
D
R
D

T
CL

.6
130760 70.576 75.071 75.743 74.971 75.733 17.1 -0.010 4.395 130800
E/P

CH 69
130780 70.029 75.163 75.835 74.996 75.758 17.7 -0.077 4.967 :1
= 2.5°

TP
130800 69.880 75.181 75.853 75.021 75.783 18.7 -0.070 5.141 30
E/P

CURVE NO31

CC
70

1
Vmax = 85

. A

RISE 1 IN795
130820 70.560 75.181 75.853 75.046 75.808 20.0 -0.045 4.486 7. TPCC2: 130876.47

RISE 1 IN899
CURVE NO

T
75
E/P

= 700.000m
.7

130840 70.634 75.196 75.868 75.071 75.833 -0.035 4.437


= 88.70

21.5
TCL = 210.000 m

9 130900
Vmax = 100 Kmph
= 3.182°

CH

R: 550.000
75.919 -0.060

CL: 88.709
130860 70.898 75.247 75.097 75.859 23.3 4.198

TRL: 80.000
= 108.000 mm
Kmph
.000 m
TCL = 248 9 m

:1
LTC = 80 09 m

3
.31A1
= 17°34'30"

E/P

TP
130880 71.162 75.261 75.933 75.122 75.884 25.4 -0.049 3.959
= 550.000 m

0
1:79

CC
130900 70.971 75.298 75.970 75.147 75.909 26.8 -0.061 4.176

87

2
1:

.7
TPTC2: 130956.47

A
75.918 0.016
8

130920 71.167 75.246 75.172 75.934 28.1 4.005 CH: 131000

T
59
E/P

9
5R L

m
130940 71.655 75.223 75.895 75.197 75.959 29.0 0.064 3.543 FL:75.273

CH
TP 131000 up line

:1
130960 71.721 75.216 75.888 75.222 75.984 29.6 0.096 3.501 CH: 131000

3
TC

0
28825
EVEL

8
130980 71.918 75.255 75.927 75.248 76.010 29.9 0.083 3.329 2 FL:75.199
R LE

G A TPTC-2 1

76
131000 71.590 75.261 75.933 75.273 76.035 30.1 0.102 3.683 75.199 75.273

.4
RA T (AS PER SITE)

68
VEL

131020 70.735 75.189 75.861 75.273 76.035 30.2 0.174 4.537 D CH 30.3

KM 131
m
IE : 16.64
131040 70.813 75.113 75.785 75.273 76.035 30.3 0.250 4.460 N 13 131100
T 0
131060 70.491 75.172 75.844 75.273 76.035 30.3 0.191 4.782 PO 956 TE GIRDER KM:130/9-12
131080 71.409 75.172 75.844 75.273 76.035 0.191 3.864 BRIDGE NO: 90,SPAN (16X12.20) PLA
R 1:13

30.3 ST .46 OWG


PROP.BRIDGE NO: 90,SPAN (4X61.0)
00

131100 69.549 75.178 75.850 75.273 76.035 30.3 0.185 5.724 A 8m


T :68.2 65,H FL:7 2.74 1
47 , 5.27 3,BL

LEVEL
43 KM:131.137FL:7
R

131120 68.601 75.199 75.871 75.273 76.035 30.4 0.164 6.672

LEVEL
CH
131140 68.624 75.871 0.164
BR CH:131060
R1

75.199 75.273 76.035 30.4 6.649 :1


1:9

ID 131200
:9

31
G
75

131160 68.647 75.197 75.869 75.273 76.035 30.4 0.166 6.625

L =347.997
E 00 CH: 131240
75

131180 68.670 75.157 75.829 75.273 76.035 30.4 0.206 6.603 N 0M CH:131200

PR
O FL:75.273

O
FL ,F
131200 70.284 75.223 75.895 75.273 76.035 30.4 0.140 4.989 :9 CH: 131240 up line
E/P

P.
:7
1:

5. 0, L:
75.865 S
LEVEL 1:979 F

0.170

BR
131220 70.711 75.193 75.273 76.035 30.4 4.561 27 75 FL:75.199
F 1:325

ID
3, PA .2
131240 70.588 75.147 75.819 75.273 76.035 0.216 4.685 75.199 75.273
D

G
30.5 N (AS PER SITE)
R

RA 73 131300
E/P

E
BL
D

D : (1 TPTC-1 131133
131260 71.198 75.145 75.817 75.252 76.014 0.197 4.054

N
30.5
CL

LEVEL 1224 F

68 TPTC1: 131304.47

O
IE 6X

:
.2
TCL

131280 71.101 75.200 75.872 75.232 75.994 30.5 0.122 4.131 N


LTC

9
12
R
E/P

0
D
=

5,
Vmax

.2
CU

131300 71.037 75.274 75.946 75.211 75.973 0.027 4.175 H

,S
30.5 TP PO
P
SE

0)
R

FL
131320 70.625 75.397 76.069 75.191 75.953 30.1 -0.116 4.566 TC P
=2

Vm

ST
V

:7 AN
= 50

1
E/P

a
1

LA
A
E

A 2.
(4

76.177 -0.244
0

131340 70.568 75.171 75.933 4.602


x

75.505 29.1
.3
= 550.0

131400
PLAN

T T 74 TE
9
NO.31B

1
.3

X6
°

76.199 G 1384.47
4

131360 70.533 75.527 75.150 75.912 27.8 -0.287 4.617


1

1.

CH
CH TPCC1: 13
E/P

IR
CURVE 13°35'01"

= 85 Km
= 3.182 m

76.246 -0.354 D
00 m

131380 71.095

T
75.574 75.130 75.892 26.3 4.035 :1
p

:1
)O
0m

= 170.

00
94 m

= 684. °
= 80.00 h

31 ER

PC
31
W
00

131400 71.271 75.590 76.262 75.109 75.871 25.4 -0.391 3.839 1316
= 100

C
24
G

30
1:979 F LE

1
131420 71.402 75.550 76.222 75.089 75.851 -0.371 3.687 0M KM 6 CH: .905
4
23.7 4. 1434.8
A
E/P

NO3.1B0m

00
KM

:1

T
T 46
3 2: 13 1315
Km

:1

,F FL:7ine
= 2.56 000 m

131440 71.294 75.498 76.170 75.068 75.830 -0.340 3.775 5 TPCC l

R: 550.000
22.6
VEL

CL: 50.394
03
PC
m 0/ up

TRL: 80.000
31

L: 1313
CH

C
TCL = 110.000 ph

131460 71.089 75.445 76.117 75.048 75.810 -0.307 3.959 9- -2


.1

21.8
2
75
mm

12 TPTC
.2 1/5-7
13
7

76.048 -0.258
1

131480 71.209 75.376 75.028 75.790 21.3 3.818


T
E/P

73 K

FALL 1 IN 979

FALL 1 IN1224
B M:13 31.682
1
38

131500 70.401 75.347 76.019 75.007 75.769 21.0 -0.250 4.606 SLA KM:
4.

CH

4.86
4

TP
3151 6)
:1

131520 70.372 75.331 76.003 74.987 75.749 20.9 -0.254 4.615 : 1 00 . 6 PSC 0) OWG
.
65

TC C 2 2X3 X61
31

1316
m

TPT
E/P

131540 70.753 75.226 75.898 74.966 75.728 20.7 -0.170 4.213 2 P


43

A ,S AN(1SPAN (1
4

75.794 -0.086 T : 91 : 91, .340


.8

131560 70.600 75.122 74.946 75.708 20.6 4.345 47.5


G
60

D E NO GE NO ,HFL:71
131580 70.633 74.978 75.650 74.925 75.687 20.5 0.037 4.292
CH 42.9 I D 72
m

BR P.BRI :68.9
G :1 00 PRO 5,BL
131600 71.181 74.905 75.577 74.905 75.667 20.5 0.090 3.724 74.905 74.905 31 : 1316
RA
H 4.90
LE

131620 73.286 74.784 75.456 74.905 75.667 20.4 0.211 1.619 D 51 C 5 700 FL:7
IE 4. 4.90 131
75.411 0.256 N
20.1
131640 71.492 74.739 74.905 75.667 20.3 3.413 86 FL:7 ITE)
VEL

1:1224 F 1:272 F

T 0 ER S 60
131660 70.272 74.657 75.329 74.905 75.667 20.2 0.338 4.633 PO m ( AS P 1317

LEVEL
131680 70.235 74.566 75.238 74.905 75.667 20.1 0.429 4.670 BR ST CH: .905
4
ID A TE)
131700 70.264 74.503 75.175 74.905 75.667 20.1 0.492 4.641 T E
FL:7 ne
l
1:287 F

G P R SI 0 p

FALL 1 IN272
E 00 u i
131720 70.381 74.501 75.173 74.905 75.667 20.0 0.494 4.524 PR
N
CH (AS : 13174 1318
E/P

131740 69.928 74.390 75.062 74.905 75.667 19.9 0.605 4.977 74.390 FL O O :1 CH .390
4 /8-9
FL:7 K M .:131 16
E/P

G :74 P.B : 91 31
1:272 F 1:653 F

131760 69.993 74.376 75.048 74.905 75.667 19.8 0.619 4.912 74.905 RA .9 R ,S 60 ED 32.0
74.985 0 I ' M
131780 70.169 74.313 74.835 75.597 19.8 0.612 4.667 D 5, DG PA 0M ANN T KM:1
DA
S 'C
E/P

IE BL E N ,F
131800 70.270 74.314 74.986 74.766 75.528 19.7 0.542 4.496 N :6 N (1 6 C LAS TENDE
T 8 O 2X L:
0
00 O.7 EX
131820 70.217 74.297 74.969 74.696 75.458 19.7 0.489 4.479 PO .97 : 9 3 74
3180 1319
. .9 40
CH:1
LC.N P. TO BE
131840 70.080 74.259 74.931 74.627 75.389 19.6 0.458 4.547 ST 2,H 1,S 66) 05 : 1320
PRO C H
E/P

131860 70.137 74.170 74.842 74.557 75.319 19.6 0.477 4.420 A FL PA PS 31


F 1:325 F 1:500

T :7 N C 3.9
131880 70.294 74.187 74.859 74.488 75.250 19.5 0.391 4.193 FL:7 ine
1:287 F 1:272 F

CH 1. (1 S
up l
131900 70.279 74.198 74.870 74.418 75.180 19.5 0.310 4.139 : 1340 X6 LAB
31 1. 00
1320

L-SECTION
E/P

131920 70.276 74.195 74.867 74.348 75.110 19.4 0.243 4.073


KM

76 0) O
W
:1

131940 70.244 74.111 74.783 74.279 75.041 19.4 0.258 4.035 0M


G
19.1
31

FALL 1 IN653

,F
/5

131960 70.294 74.075 74.747 74.209 74.971 19.3 0.224 3.916 L KM


FALL 1 IN 287
-7
E/P

LC
.

131980 72.729 73.968 74.640 74.140 74.902 19.2 0.262 1.411 PR :7 :1


N

4. 31
O
O

132000 73.138 73.951 74.623 74.070 74.832 19.2 0.209 0.932 90 .6 40 00


.7

P. 5 1320
6

132020 70.100 74.597 74.001 74.763 0.166 3.900


82 1321

KM 132
73.925 19.1
E/P

TO CH: .931
G 3
CL

132040 70.021 73.931 74.603 73.931 74.693 0.090 3.910 73.931 73.931
A

19.0 RA BE FL:7R SITE)


1:653 F 1:273 F

P E
SS

132060 70.172 73.813 74.485 73.857 74.619 19.0 0.134 3.686 D EX (AS
'C

IE
E/P

132080 70.708 73.631 74.303 73.784 74.546 18.9 0.243 3.076 N TE


'M

T N
A

132100 69.744 73.501 74.173 73.710 74.472 18.9 0.299 3.966 D 00


N

PO 1322
N

ED
132120 69.744 73.407 74.079 73.637 74.399 18.8 0.320 3.893
E/P

ST
A
ED

132140 69.744 73.295 73.967 73.563 74.325 18.7 0.358 3.819 A T


T
K
M

132160 70.617 73.211 73.883 73.490 74.252 18.6 0.369 2.872 CH KM


.:1

:1 0
E/P

132180 70.262 73.095 73.767 73.416 74.178 18.6 0.411 3.155 :1


31

32 3219 00
/8

32
F 1:500 LEV

132200 69.030 72.987 73.659 73.343 74.105 18.5 0.446 4.313 .0 CH:1 1323
-9

04
EL

132220 69.810 72.890 73.562 73.269 74.031 18.5 0.469 3.460 0M 16


E/P

132240 69.139 72.840 73.512 73.196 73.958 0.446 4.057 ,F


18.4 20
1:272 F L

132260 69.897 72.830 73.502 73.122 73.884 18.3 0.382 3.225


L:
H : 1324
73
. 3-4 C 4
EV

132/ 2.53
RAIL LEVEL

132280 69.543 72.770 73.442 73.049 73.811 18.2 0.369 3.506 93 M :


1 00 RK FL:7ine
EL

FALL 1 IN273
FALL 1 IN 272

132300 70.248 72.721 73.393 72.975 73.737 0.344 2.727 1324 RDE up l
E/P

18.2 G I
132320 69.930 72.737 73.409 72.902 73.664 18.1 0.255 2.972 ATE G
132340 70.193 72.710 73.382 72.828 73.590 18.0 0.208 2.635 .5 5 ) PL .50 ) OW
30
GROUND LEVEL

(2X8 (1X30
FORMATION LEVEL

132360 70.083 72.674 73.346 72.755 73.517 17.9 0.171 2.671 20 ,S


E/P

PAN ,SPAN FL:70.3


: 1324 1 A A , H
1:273 F LE

H
LEV

132380 70.210 72.682 73.354 72.681 73.443 17.8 0.089 2.471 C 9 :9 : 91 .389 /6-7
V

2.53 00 .
73.252 1325 G M :132616
EL

132400 70.105 72.580 72.607 73.369 17.8 0.117 2.503 D E NO GE NO 4,BL:67 K .


EL

FL:7 SITE) ED 60
G ER
47.6 BRI P.BRID L:72.53 132
132420 70.006 72.537 73.209 72.534 73.296 17.7 0.087 2.528 72.540 72.534
1:2

AS P M
E/P

( ' ANN AT KM: H: 1326


RA 42.9
C
2

D PRO 32.548F, S 'C ED


132440 69.985 72.602 73.274 72.534 73.296 17.7 0.022 2.549 .534
72

IE 17.5 CH:1 7 C LAS XTEND F L:72 e


132460 69.787 72.660 73.332 72.534 73.296 17.6 -0.036 2.747 N E n
R

T NO.7 BE up li
132480 69.967 72.667 73.339 72.534 73.296 17.6 -0.043 2.567 BR
O P 2 600 LC. OP. TO
E/P

132500 68.976 72.615 73.287 72.534 73.296 0.009 3.558


ID 13 PR
17.5 PR GE
ST
132520 68.343 72.604 73.276 72.534 73.296 17.5 0.020 4.191 A
FL O NO T 17.2
LEVEL

132540 68.343 72.561 73.233 72.534 73.296 17.5 0.063 4.191


E/P

:7 P.B :
LEVEL

L =1983.917

CH
LE

2. R 91
132560 68.343 72.532 73.204 72.534 73.296 17.4 0.092 4.191 53 ID A
4, G ,S
:1
32
132580 68.343 72.537 73.209 72.534 73.296 17.3 0.087 4.191 00
VEL

BL E P
N A 42 1327
L

132600 68.343 73.213 72.534 73.296 0.083 4.191 :6 O N 0M 60


C

72.541 17.3 1326


.
1:2

:
E/P

7. : ( H
N

C 9
3

132620 72.512 72.578 73.250 72.534 73.296 0.046 0.022 PR 38 9 2X ,F


17.2
O

2.53
.

O 9, 1A 8 )
16

H . L: FL:7 SITE
77

132640 69.578 72.577 73.249 72.534 73.296 17.2 0.047 2.956 P. F ,S 55 72 R


R

P E
C

72.534
L: P ) .5
L

72.540 (AS
G TO
132660 69.398 72.507 73.179 72.534 73.296 17.1 0.117 3.136 34
E/P

RA 70 AN PL
A

132680 69.948 72.440 73.112 72.543 73.305 0.193 2.594 D B E . A 00


17.0 1328
SS

33 (1 T
IE
'C

0 X3 E
132700 70.004 72.415 73.087 72.552 73.314 16.9 0.227 2.547 N EX
T 0. GI
'M

TE
132720 70.018 72.405 73.077 72.560 73.322 16.8 0.245 2.543 50 RD
A

PO N
E/P

) O ER
132740 70.259 72.403 73.075 72.569 73.331 16.8 0.256 2.311
N

ST DE
A D W K
132760 70.141 73.075 0.265 G M
ED

72.403 72.578 73.340 16.7 2.436 T A


RAIL

00
K

132780 70.158 72.371 73.043 72.587 73.349 16.6 0.306 2.428 T C :13 1329
M

CH H 2
E/P

:1 /3
.:1

132800 70.355 72.354 73.026 72.596 73.358 16.5 0.332 2.240 : 1 KM


RAIL

32 -4
WAY

.5
2/

32 :13
132820 70.210 72.362 73.034 72.604 73.366 16.5 0.332 2.394
B

6-

66 2. 48
7

132840 69.143 72.393 73.065 72.613 73.375 16.4 0.310 3.470 0 6 M 1


WAY

132860 70.201 72.423 73.095 72.622 73.384 0.289 2.421 ,F 6


16.3
OUN

L: 00
132880 70.151 72.450 73.122 72.631 73.393 16.3 0.271 2.480 72 1330
BOU
DE

.5
N

132900 70.053 72.470 73.142 72.640 73.402 16.2 0.260 2.586 34


RY

132920 69.760 72.485 73.157 72.648 73.410 16.2 0.253 2.888


DER

132940 69.830 72.501 73.173 72.657 73.419 16.1 0.246 2.827


Y

132960 70.045 72.517 73.189 72.666 73.428 16.0 0.239 2.621 00


132980 69.691 73.222 0.215
1331
72.550 72.675 73.437 15.9 2.984
133000 70.068 72.582 73.254 72.684 73.446 15.9 0.192 2.616
1:2

LEV
2

133020 69.536 72.595 73.267 72.692 73.454 15.8 0.187 3.156


KM 133
RISE 1 IN2272
7

RISE 1 IN2316
EL

133040 70.127 72.625 73.297 72.701 73.463 15.8 0.166 2.574


2R

73.337 00 60
R

133060 70.178 72.665 72.710 73.472 15.7 0.135 2.532


1

25
:

331 1332 : 1332


2

133080 70.266 72.707 73.379 72.719 73.481 15.7 0.102 2.453 CH:1 CH 8
1:4

2.79
1

73.405 0.085
80

133100 70.153 72.733 72.728 73.490 15.7 2.575


R

FL:7ine
1:2

133120 70.133 73.420 0.078 up l


:23

72.748 72.736 73.498 15.9 2.603


16

133140 69.974 72.764 73.436 72.745 73.507 16.6 0.071 2.771


04 04 R

133160 69.926 72.744 73.416 72.754 73.516 17.6 0.100 2.828 00 60


60 1333
1

1 333
:

: 1332 CH :/2-4 9
4

133180 70.313 72.637 73.309 72.763 73.525 18.9 0.216 2.450 H


LEV

C 8 :133 3.28 .447


R

2.79 K M
19

133200 70.324 72.559 73.231 72.772 73.534 20.2 0.303 2.448 . G CH


FL:7line:133
EL

FL:7 SITE) O. W up
R

1:4

133220 70.252 72.626 73.298 72.780 73.542 21.5 0.244 2.529 PER 1.0) .W.G
( 1X6 6 1 .0) O
80

73.375 (AS N 1 X
133240 70.306 72.703 72.789 73.551 22.8 0.176 2.484 00 ,SPA AN (
G 0 1334 O
133260 70.079 72.798 73.470 72.798 73.560 24.2 0.090 2.719 72.800 72.798 RA 3330
47.69 N : 91B : 91B,SP .312
D CH:1 GE NO L:71
133280 69.887 72.719 73.391 72.896 73.658 25.5 0.267 3.009 IE BRID BRIDGE .808,HF
P. :69
F 1:415

133300 70.178 72.669 73.341 72.995 73.757 26.8 0.416 2.817 N P RO 9,BL
T 3.28
133320 70.186 72.631 73.303 73.093 73.855 27.8 0.552 2.907 PO 29.2 FL:7
G
R1 IN204

133340 70.281 72.673 73.345 73.191 73.953 28.5 0.608 2.910 RA ST 00


1:4

G D A 1335
LEV

133360 69.929 72.803 73.475 73.289 74.051 28.8 0.576 3.360 73.289 T
19
E

RA IE
133380 69.911 72.974 73.646 73.289 74.051 28.9 0.405 3.378 N TE)
R

D T CH
P ER SI 0
4 8.78 33600
133400 70.259 73.715 73.289 74.051 0.336 3.030
E/P

73.043 29.0 BR IE P :1 (AS CH: 1


RISE 1 IN419

33 1334 : 1 3349 .289


133420 69.201 73.170 73.842 73.289 74.051 29.1 0.209 4.088 ID NT OS CH: .228 C 1
26 3
LEV

PR GE P T
FL:7 TPT FL:73 e
up lin
133440 68.235 73.226 73.898 73.289 74.051 0.153 5.054 73.228 0M .78
L 1:240 F

29.2 C O N OS AT
EL

H P O T 33548 133600
133460 68.223 73.293 73.965 73.289 74.051 29.2 0.086 5.066 :1 .B : C ,F : 1
33 R 9 AT H C1 LOCO
PILOT
LEV

LEVEL

133480 68.741 73.282 73.954 73.289 74.051 29.3 0.097 4.549 1


.4 ID B C 1 : L:
72 TPC
TP 4 3 .7
LEVEL

133500 70.569 73.238 73.910 73.289 74.051 29.4 0.141 2.720 7, GE ,SP H: 33 20
D

98 500
R
D

73.844 73.228
TC FL N A 13 60
N 1335 33
133520 69.795 73.172 73.289 74.051 0.207 3.495
F 1:415 LEV

29.4
CL

G 1A :7 O: ( 34 M CH: .228 CH:1


3
1

3. 9
73.809
EL 1:288

133540 69.406 73.289 74.051 0.242 3.883 40 , F


EL

73.137 29.1 RA T 28 1
X6

FL:7 SITE)
1:240

D C M L: R
F

133560 69.288 72.916 73.588 73.289 74.051 28.6 0.463 4.001 9, B,S E 133700
.0

IE H , F 73
)

N :
BL P
A O L .2 ( AS P CH: 133740
1:288

133580 69.526 72.779 73.451 73.289 74.051 27.9 0.600 3.764 TP 1 : 6 9. N ( .W :73 89
FL:72.706
E/P

CC T P 334
133600 70.083 72.618 73.290 73.289 74.051 27.3 0.761 3.206 73.289 O 9 80 1X .G .2 CH: 133740
F 1:14

G 1
CURVE NO.32

8, 6 K 28 up line
= 2.000°

F 1

ST 8. FL:72.464
133620 69.825 72.483 73.155 73.206 73.968 26.6 0.813 3.381 RA A
T 7 7
H 1. M CH:133725
D C A FL 0) :1
(AS PER SITE)
= 26°16'29"
80 F

133640 70.343 72.483 73.155 73.123 73.885 26.1 0.730 2.779


E/P
LTC = 50.000 m

T 7m :7
= 875.000 m

Vmax = 98 Kmph

IE H 33
= 351.256 m
TCL = 451.256 m

C
E/P

H 1. /2
:2031

73.155
.W

133660 70.735 72.483 73.039 73.801 25.9 0.646 2.304 N :1


T 3 3 -4 133800
LEVEL F 1:1100

FALL 1 IN288
.G

12
F

:1
133680 70.477 72.483 73.155 72.956 73.718 25.6 0.563 2.479 PO 35 3
E/P

ST 48 35
133700 70.414 72.483 73.155 72.873 73.635 25.4 0.480 2.459
F 1 IN 240
E/P

20
133720 70.364 72.483 73.155 72.789 73.551 25.4 0.396 2.425
A .777
T M
G CH m ,F TPCC2:
13 51.80
72.706
73.136 72.464
3900.03
E/P

133740 70.303 72.464 72.706 73.468 24.3 0.332 2.402 RA L:


E/P

:1 73
133760 70.388 72.407 73.079 72.692 73.454 23.1 0.375 2.304 D 3 .2
R: 875.000

133900
TRL: 50.000

IE 36 TPTC2: 1
CL: 351.256

33
E/P
E/P

133780 70.532 72.325 72.997 72.678 73.440 21.7 0.443 2.146 N 00 28 950.03 CH:133905
T M
133800 69.269 72.318 72.990 72.664 73.426 20.0 0.436 3.395 PO ,F
E/P

133820 68.574 72.354 73.026 72.650 73.412 18.3 0.386 4.076 ST L:


133840 68.574 72.321 72.993 72.637 73.399 16.4 0.406 4.063 YARD LIMIT AT A 73
T .2
133860 70.289 72.306 72.978 72.623 73.385 14.2 0.407 2.334 CH:133.851 CH 89
134000
133880 70.945 72.335 73.007 72.609 73.371 11.8 0.364 1.664 :1
33
133900 71.230 72.357 73.029 72.595 73.357 9.4 0.328 1.365 TP 43.91
TO BAIRGANIA STATION AT
KM:134.295

74 14.99
F 1:

CC
133920 72.276 72.379 73.051 72.581 73.343 7.2 0.292 0.305 0M
TF
F

2 10.6
E/P

CH:13051
7
E/P

A ,F
110

133940 72.111 72.308 72.980 72.567 73.329 5.6 0.349 0.456 TP T 106.68 LC.NO.7
8 CLAS
133960 72.394 72.210 72.882 72.553 73.315 5.3 0.433 0.159 TC CH
L:
72 CH:134
150 P
134100 CH ROP. TO BE S 'C' MANNE
.7 5 D
133980 72.417 72.160 72.832 72.540 73.302 5.3 0.470 0.123 2 :1 27.30 :134079 EXTEN
A 06
T 33 DED AT KM.:133/7-8
134000 72.500 72.099 72.771 72.526 73.288 5.3 0.517 0.026 LC CH 900
KM:134
.068
72.690 0.584
0 R 1:2500

134020 72.485 72.512 73.274 0.027


KM 134

72.018 5.4 PR .NO :1 .0


34
134040 72.453 71.989 72.661 72.498 73.260 5.3 0.599 0.045 O .7
P. 8
33
95 m
134060 72.437 71.960 72.632 72.484 73.246 5.4 0.614 0.047 TO CL 0. 134200
72.599 03
E/P

134080 72.462 71.927 72.470 73.232 5.3 0.633 0.009


E/P

BE AS 4
134100 72.499 71.941 72.613 72.456 73.218 5.4 0.605 -0.042 S m
KM:13
AS PE

EX 'C
'
CL OF

134120 72.585 72.018 72.690 72.443 73.205 5.4 0.515 -0.142 TE M


B
E

134140 72.581 72.118 72.790 72.429 73.191 5.4 0.401 -0.153


4.295

N AN
E/P
E/P

D N
:134/2

134160 72.593 72.123 72.795 72.415 73.177 5.4 0.382 -0.178 ED E 134300
F

134180 72.609 72.137 72.809 72.401 73.163 5.4 0.354 -0.208


VEY

A DK
S

FROM

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

K .
E/P

M :1
E/P
SPJ,

134220 72.546 72.069 72.741 72.373 73.135 5.3 0.394 -0.173 :1 33


R SUR ROM SPJ
N

34 /7
134240 72.518 72.020 72.692 72.359 73.121 5.3 0.429 -0.159 .0 -8
STATI

68
134260 72.471 72.047 72.719 72.346 73.108 5.4 0.389 -0.126 TF
TF
134400
TF
ON

E/P

5.4
W

72.704
E/P

134280 72.474 72.032 72.332 73.094 5.4 0.390 -0.142


134300 72.458 72.037 72.709 72.318 73.080 5.3 0.371 -0.141
1)

3)
2)

4)

9
8
7
6
5
4
3
2
1

12
11
10
1)

3)
2)

4)

AT KM:134/2 FROM SPJ

SCALE
NOTE:-

FALL 1 IN2031
IN 1480
CL OF BAIRGANIA STATION

CHAINAGE :
TBM
SPECIFIED.

· SLEEPER

FALL 1DRM/SPJ
(KM:228.140)

LEGENDS:
ITEM NO:

LC GATE

AS PER SURVEY KM:134.295 FROM SPJ,


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
S.NO. DESCRIPTION

SSE/DRG/SPJ

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

AEN/CON/II/NKE
DY.CE/CON/NKE
· RUBBER PAD =10 MM

EXISTING TRACK
AUTHORITY OF WORK:

· RAIL HEIGHT =172 MM

BRIDGE/CULVERT
= 230 MM

RAIL 60KG 1ST CLASS


CORRECTED UP TO DATE.

PROP. CENTER LINE


PINK BOOK NO.73/25-26
PROJECT ID=030015191001

· BALLAST CUSHION = 350 MM


TOTAL =762MM

RLY. LAND BOUNDARY


BALLAST CUSHION=350 mm
PROPOSED WORK SHOWN IN RED.

M/27/2025
VINAY

129200-134200.0M
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

SRIVASTAVA
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
NANDLAL YADAV

Ashok Kumar
Sanjay Kumar
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) PROPOSED 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/09
CART ROAD
SYMBOL

L- SECTION OF DOUBLING PROJECT FOR SITAMARHI -


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


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

Digitally signed by VINAY


DIVISIONAL OFFICERS SIGNATURE

CONSTRUCTION OFFICERS SIGNATURE


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

14) "TEMPORARY BENCH MARK (TBM) HAS BEEN TAKEN FROM


FROM SITE USING MODERN SURVEY TECHNOLOGY INCLUDING

SHEET NO. 9/11


5) RULING GRADIENT OF THE SECTION HAS BEEN KEPT AS 1 IN 150

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

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

Digitally signed by Ashok Kumar


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

Date: 2025.06.23 17:35:40 +05'30'

Digitally signed by Sanjay Kumar

Digitally signed by

Date: 2025.05.31 11:34:25 +05'30'


Date: 2025.06.15 18:58:32 +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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