L SectionSheetNo.9
L SectionSheetNo.9
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
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
EX RAIL LEVEL
GROUND LEVEL
2922
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
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
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
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
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
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
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
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
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
LEVEL
43 KM:131.137FL:7
R
LEVEL
CH
131140 68.624 75.871 0.164
BR CH:131060
R1
ID 131200
:9
31
G
75
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
9
12
R
E/P
0
D
=
5,
Vmax
.2
CU
,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
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
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
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
21.8
2
75
mm
12 TPTC
.2 1/5-7
13
7
76.048 -0.258
1
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
A ,S AN(1SPAN (1
4
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
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
76 0) O
W
:1
FALL 1 IN653
,F
/5
LC
.
4. 31
O
O
P. 5 1320
6
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
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
T N
A
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
:1 0
E/P
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
132/ 2.53
RAIL LEVEL
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
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
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
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
: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
:
E/P
7. : ( H
N
C 9
3
2.53
.
O 9, 1A 8 )
16
H . L: FL:7 SITE
77
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
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
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
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
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
LEV
2
RISE 1 IN2316
EL
73.337 00 60
R
25
:
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
FL:7ine
1:2
1 333
:
: 1332 CH :/2-4 9
4
2.79 K M
19
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
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
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
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
3. 9
73.809
EL 1:288
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
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
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
: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
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
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
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
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,
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
3)
2)
4)
9
8
7
6
5
4
3
2
1
12
11
10
1)
3)
2)
4)
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
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:
BRIDGE/CULVERT
= 230 MM
M/27/2025
VINAY
129200-134200.0M
EXISTING WORK SHOWN IN BLACK.
RAXAUL SECTION
RIVER/NALLA/POND/LOWLAND
SRIVASTAVA
DRONE PHOTOGRAMMETRY TECHNIQUE.
INCORPORATING GRADE COMPENSATED.
(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
www.matrix-geo.com
info@matrix-geo.com
12) PROPOSED TRACK IS FIT FOR SPEED UP TO 160 KMPH.
SRIVASTAVA
NANDLAL YADAV
THE RAIL LEVEL OF BRIDGE NO. 97 LOCATED AT KM 228/880
Digitally signed by