654
250
1850
1550
1070
DRAIN PIPE
2.5%
SLOPE
2.5%
SLOPE
450 7500
CARRIAGE WAY
654
250
1550
450
BOTTOM CROSS BEAM
RCC SHUTTERING
BEAM
ARCH
600
600
12500
14300
500 900 900
12300
1500
1500
1500
1500
500
654
250
1850
1550
450
7500
CA
RR
IA
GE
W
AY
654
250
1550
450
600
℄OF
B
EA
RIN
G
12000
800
RC
C C
RA
SH
B
AR
RIE
R
RC
C
BE
AR
IN
G
PE
DE
ST
AL
PO
T/P
TF
E B
EA
RIN
G
MS
H
AN
D R
AIL
WIT
H W
ELD
M
ES
H
6800
DR
AIN
P
IP
E
P4
RA
IL LE
VE
L+
547.518 m
.R
AIL LE
VE
L+
547.518 m
.
250
DR
AIN
P
IP
E
LC NO. 115 AT KM. 821/692 SPL CLASS
LC GATE LODGE
TP 821/6
TP 821/7
T
O
U
M
R
A
M
A
I
DTP 821/6
T
O
M
A
R
U
T
I S
U
Z
U
K
I A
S
P
A
E
ID
G
H
R
O
A
D
0+000
BP
: -0+
259.93
EP
: 0+
359.93
TO W
AS
HIM
TO H
ING
OLIR
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
℄
O
F
E
X
I
S
T
I
N
G
T
R
A
C
K
℄
O
F
F
U
T
U
R
E
T
R
A
C
K
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
7
0
0
0
7
8
0
0
7
8
0
0
3
9
2
0
0
1
7
0
0
0
1
4
8
0
0
20000
63400
20000
20000
20000
20000
20000
20000
20000
20000
20000
20000
20000
20000
A1 P1 P2 P3 P4P5 P6 P7 P8 P9 P10 P11 P12 P13 A2
D
D
E
E
EXISTING ROAD
EXISTING ROAD
℄
O
F
F
U
T
U
R
E
T
R
A
C
K
T
O
K
E
K
A
T
U
M
A
R
A
S
T
A
T
I
O
N
A
T
R
L
Y
.
8
3
2
.
6
4
K
m
T
O
W
A
S
H
I
M
S
T
A
T
I
O
N
A
T
R
L
Y
.
8
2
2
.
3
9
0
K
m
RAIN WATER
HARWESING
TO NEAREST DRAIN
PROPOSED LHS
K
E
K
A
T
U
M
A
R
A
S
T
A
T
I
O
N
K
E
K
A
T
U
M
A
R
A
S
T
A
T
I
O
N
℄OF
S
YM
ME
TR
Y
63400 OVERALL LENGTH
62000 EFFECTIVE SPAN (C/C OF BEARING)
6200(SIM)
10
00
0
96
36
85
30
66
32
38
46
96
36
85
30
66
32
38
46
420
HANGER
HAND RAIL℄OF
B
EA
RIN
G
℄OF
B
EA
RIN
G
ARCH
8
0
0
C/L
O
F E
XIS
T T
RA
CK
P4 P5
FRL.+555.518 m.
60000
10591 SK
8013 SQ
C/L
O
F F
UT
UR
E T
RA
CK
C/L
O
F F
UT
UR
E T
RA
CK
10311 SK
7800 SQ
10309 SK
7800 SQ
12161 SK
9200 SQ
10775 SK
8151 SQ
22470 SK
17000 SQ
19564 SK
14800 SQ
RA
IL
WA
Y B
OU
ND
AR
Y
RA
IL
WA
Y B
OU
ND
AR
Y
9253 SK
7000 SQ
68
00
TO WASHIM
TO HINGOLI
RAIL LEVEL+547.518 m.
50
0
(T
YP
)
GL
GL
1200
3150
4800
15
0
90
0
2100
45
0
4500
150
BEARING
CONCRETE PEDESTAL
T
O
W
A
S
H
I
M
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
℄O
F
E
X
I
S
T
I
N
G
T
R
A
C
K
℄O
F
F
U
T
U
R
E
T
R
A
C
K
℄O
F
F
U
T
U
R
E
T
R
A
C
K
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
63400
P4
CRASH BARRIER
FOOTPATH
HANDRAIL
MS HAND RAIL
WITH WELD MESH
15
00
30
00
30
00
30
00
15
00
HALF BOTTOM
HALF TOP
10591 SK
8013 SQ
9253 SK
7000 SQ
10310 SK
7800 SQ
10310 SK
7800 SQ
12161 SK
9200 SQ
10775 SK
8151 SQ
T
O
K
E
K
A
T
U
M
A
R
A
45
0
15
50
250
75
00
75
00
75
00
CRASH BARRIER
FOOTPATH
MS HAND RAILW ITH WELD MESH
4
1
°
TO HINGOLI
P5
TO WASHIM
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
Level
540
545
550
555
560
CHAINAGE
EXISTING
LEVELS
HORIZONTAL
GEOMETRY
FINAL
ROAD
LEVELS
-259.931
-250.000
-240.000
-230.000
-220.000
-210.000
-200.000
-190.000
-180.000
-170.000
-160.000
-150.000
-140.000
-130.000
-120.000
-110.000
-100.000
-90.000
-80.000
-70.000
-60.000
-50.000
-40.000
-30.000
-20.000
-10.000
00.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
140.000
150.000
160.000
170.000
180.000
190.000
200.000
210.000
220.000
230.000
240.000
250.000
260.000
270.000
280.000
290.000
300.000
310.000
320.000
330.000
340.000
350.000
548.243
548.349
548.423
548.527
548.622
548.579
548.580
548.590
548.670
548.759
548.740
548.750
548.691
548.610
548.435
548.117
547.950
547.774
547.560
547.324
547.352
547.340
547.360
547.288
547.106
547.346
547.350
547.555
547.268
545.964
545.779
545.770
545.600
545.450
545.389
545.350
545.417
545.510
545.580
545.503
545.360
545.243
545.200
545.198
545.220
544.990
544.894
544.902
544.956
545.081
545.230
545.380
545.320
545.210
545.064
545.151
545.340
545.390
545.490
545.274
545.064
545.145
548.523
548.857
549.190
549.523
549.857
550.190
550.523
550.857
551.190
551.523
551.857
552.190
552.523
552.857
553.190
553.523
553.857
554.190
554.523
554.857
555.190
555.518
555.518
555.518
555.518
555.518
555.518
555.518
555.293
554.960
554.626
554.293
553.960
553.626
553.293
552.960
552.626
552.293
551.960
551.626
551.293
550.960
550.626
550.293
549.960
549.626
549.293
548.960
548.626
548.293
547.960
547.626
547.293
546.960
546.626
546.293
545.960
545.626
545.293
22417
℄OF
S
YM
ME
TR
Y
62000 EFFECTIVE SPAN
(C/C OF BEARING)
BOTTOM LONGITUDINAL BEAM
HANGER
BEARING
CONCRETE PEDESTAL
HAND RAIL℄OF
B
EA
RIN
G
℄OF
B
EA
RIN
G
ARCH
C/L
O
F E
XIS
T T
RA
CK
FRL.555.518 m.
P3
P2
A1
P6
P7
P8
P9
P10
P11
P13
60000
20000
20000
20000
20000
20000
20000
20000
20000
20000
1:30
1:30
20000
20000
20000
20000
TO WASHIM
TO HINGOLI
10591 SK
8013 SQ
C/L
O
F F
UT
UR
E T
RA
CK
C/L
O
F F
UT
UR
E T
RA
CK
10311 SK
7800 SQ
10309 SK
7800 SQ
12161 SK
9200 SQ
10775 SK
8151 SQ
22470 SK
17000 SQ
19564 SK
14800 SQ
SOILED PORTION 135650 VIADUCT PORTION 79956 RAILWAY PORTION 63400 VIADUCT PORTION 179900 SOILED PORTION 132948
BRIDGE LENGTH 591854
RA
IL
WA
Y B
OU
ND
AR
Y
RA
IL
WA
Y B
OU
ND
AR
Y
P1
P12
A2
9253 SK
7000 SQ
68
008
00
0
547.518 m.RAIL LEVEL
P4 P5
RW - 1
RW - 2
250 1500 500 7500 500 1500 250
3000 3000 30001500 1500
1250
P6
2000
500
1000
150
4000
7000
7300
20
0
900
25
0
7500 (2 LANE)
8500
30
0
13
00
2750 2750
17
5
400
55
0
16
00
2.5%2.5%
17
80
88
1
7000
2000
50
0
10
00
15
0
4000
7000
7300
225
P7
0+000
BP
: -0
+2
59
.9
3
EP
: 0
+3
59
.9
3
TO WASHIM
TO HINGOLI
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
℄O
F
E
X
I
S
T
I
N
G
T
R
A
C
K
℄O
F
F
U
T
U
R
E
T
R
A
C
K
℄O
F
F
U
T
U
R
E
T
R
A
C
K
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
R
A
I
L
W
A
Y
B
O
U
N
D
A
R
Y
7
0
0
0
7
8
0
0
7
8
0
0
3
9
2
0
0
1
7
0
0
0
1
4
8
0
0
2000063400 20000 20000 20000 20000 20000 20000 20000 20000
20000200002000020000
A1 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 A2
A
A
E
E
C
C
14
60
0
45
0
15
50
25
0
B
B
D
D
PROPOSED LHS
RAIN WATER
HARWESING
TO NEAREST DRAIN
T
O
K
E
K
A
T
U
M
A
R
A
S
T
A
T
I
O
N
A
T
R
L
Y
.
K
M
.
8
3
2
.
6
4
T
O
W
A
S
H
I
M
R
L
Y
S
T
A
T
I
O
N
A
T
K
M
.
8
2
2
.
3
9
0
LC N
O. 11
5 AT
KM.
821/6
92 S
PL C
LASS
500
℄ O
F P
RO
PO
SE
D R
UB
(S
UB
W
AY
) A
T K
m 80/0-1
(1x5.00X
3.60m
pre cast rcc box)
RA
IL
L
EV
EL
:5
47
.5
18
m
FO
RM
AT
IO
N:5
46
.7
88
m
50
0m
m T
HIC
K R
CC
B
OX
TO
P O
F B
OX
:5
46
.1
18
SL
OP
E 1
:4
0
HA
LF ELEVA
TION
AN
D H
ALF SEC
TION
7800
SECTION PLAN OF LHS
50
00
PR
O.R
OA
D L
VL
:5
42
.6
18
m
TO
W
AS
IM
KE
KA
TU
MB
RA
25
0m
m P
RE
CA
ST
S
LA
B
50
0m
m T
HIC
K S
AN
D F
IL
LIN
G
275MM
G.L
VL
: 5
45
.9
18
m
HALF PLAN AT TOP /HALF PLAN AT BOTTOM OF LHS
1200 60
0
RAIL Lvl. 547.518m
FORMATION Lvl. 546.788m
GROUND Lvl. 545.918
500
50
00
50
0
HEIGHT
GAUGE
1250012500
25000
1250012500
25000
30
00
2
78
7C
LE
AR
HE
IG
HT
O
F R
CC
BO
X IN
CL
UD
IN
G
WE
AR
IN
G C
OU
RS
E
547.743m
PROP.ROAD Lvl.
533.91
EXG.G.Lvl. 532.62
5001200
10001000
500
WASIM
C/S OF STEPPED ABUTMENT
AT "Y-Y"
C/L
O
F F
UT
UR
E T
RA
CK
C/L
O
F F
UT
UR
E T
RA
CK
C/L
O
F E
XIS
TIN
G T
RA
CK
78004700 4700
73
0
67
0
50
0
HINGOLI
KE
KA
TU
MB
RA
WA
SIM
WASIM
HINGOLI
14
00
10
00
42
50
10
00
50
0
4570
1000 1200
1
:
3
39
60
12
90
1
:
1
Future extension
during doubling only
1000
15
0
3000
2787
1400
500
WEARING COURSE(M-20) 150 MINIMUM
250 THICK PRECAST BASE SLAB UNIT(M-25)
250 THICK SAND
DR
AIN
60
0M
M D
IA
P
IP
E
SILTY GRAVEL
ROCK
E.G.L.
1200
800
ROB APPROACH GRADIENT
VILLAGE ON WEST
VILLAGE ON EAST
LC.GATE NO
CLASS
TVU
CENSUS PERIOD
CLASS OF ROAD
WIDTH OF EXISTING ROAD
WIDTH OF PROPOSED ROAD
:
:
:
:
:
:
:
1:30
WASHIM
KEKATUMARA
TVU - 143614
STATE HIGHWAY 183
7.0 M
8.50 M
: LC.NO.115
: SPECIAL
: JUNE 2018
LONGITUDINAL ELEVATION
SCALE 1 : 800
SECTION F-F
SECTION C-C AT LONGITUDINAL ELEVATION
SCALE 1 : 200
HALF PLAN AT TOP / HALF PLAN AT BOTTOM
SCALE 1 : 200
KEY PLAN
SCALE 1 : 2000
NANDED DIVISION
GENERAL ARRANGEMENT DRAWING
SOUTH CENTRAL RAILWAY
AKOLA - PURNA SECTION
REV.R0SCALE :- AS SHOWNDRG.NO.MRIDC / NED/ ROB / GAD / 2018 /SCR/ LC-115 / 01
JOB NO.
TITLE
MAHARASHTRA RAIL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD.
DESIGNATION SIGNATUREDESIGNATION
SIGNATURE
MRIDC
DRAUGHTSMAN
(AMOL R. KADAM)
DRAWN BY
GOVERNMENT OF MAHARASHTRA
PWD DEPARTMENT
PROPOSED CONSTRUCTION OF 2-LANE ROB AND
LIMITED HEIGHT SUBWAY IN LIEU OF L.C. NO.115 AT KM
821/6-7 BETWEEN KEKATUMARA-WASHIM STATIONS.
(SUNIL HAWALDAR)
DY. GENERAL MANAGER
(CIVIL)
CHECKED BY
(SANJU REDDY)
ASST. MANAGER(CIVIL)
AEE PWD
SUPERINTENDING
ENGINEER PWD
EXECUTIVE
ENGINEER PWD
(
(
(
DRAWING APPROVAL
HEAD QUARTERS RLY.
DESIGNATIONSIGNATURE
DIVISIONAL RLY.
DESIGNATION
SIGNATURE
CBE
DY CE / Br. D
AXEN / ROB
DRM / NED
Sr.DSTE / NED
Sr.DOM / NED
ADRM / NED
Sr.DEN(CO.) / NED
SECTION B-B
SCALE 1 : 100
SECTION F-F
SCALE 1 : 100
PLAN
SCALE 1 : 800
SECTION D-D
SCALE 1 : 100
GENERAL NOTES:
1. RCC Box segments and base slab segments shall be casted as per approved drawing near
proposed site. All RCC surfaces coming in contact with soil should be painted with bitumen or coal
Tar of approved quantity @ 1.464 kg/Sq.M.
2. Reference lines are to be marked on the track and levels are to be fixed by using levelling
instrument with reference to rail level. Centre line is to be marked on all the precast box segments.
Central line of subway shall be transferred to ground.
3. Arrangement of Materials, manpower and machinery as per requirement at site.
i) Sufficient quantity of ballast, sand, boulders and back fill material preferably loaded in
tractor-trolly during block.
ii) Sufficient empty sand bags filled with stand.
iii) Arrangement of skilled labour, Engineering Black-Smith with rail cutting and drilling machine.
4. Minimum equipment to be arranged for line block are given below:
a) Two Road cranes of suitable capacity with one additional as stand/by crane. (Capacity of
crane shall be minimum of 150T ensuring lifting capacity at 8 m radius will be at least be 60T)
b) At least 2 proclain (having bucket capacity of 1.0 to 1.5 cum) and 2 JCBs.
c) One Hydra of 14 T capacity.
d) Six dumper/tractor-trolly with hydraulic system for unloading.
e) Wire ropes/sling (steel ropes dia suitable) and Clips for each RCC Box segments.
f) Jack hammer along with compressors, tools ad plants for blasting purpose.
g) Gas cutter and other T & P for track works.
h) Levelling instrument with staff.
i) One suitable length of RH Girder with all accessories.
5. Caution of 20 Kmph may be imposed 24 hours before the proposed line block.
6. Isolate 26 m of length of track from the exg lwr/cwr on the track as feasible. Further convert this
26m track into three equal parts of easy handling and removal by crane.
7. Precast RCC Boxes to be placed in vertical position, along the track on both sides. Precast slabs
should also be kept ready near LHS site.
8. Notice to public for traffic block and train cancellation diversion, if any, be given.
9. Excavation on both sides of Railway bank should be done in advance with suitable ramps. Stability
of the side slopes must be ensured while doing excavation.
10. Approach road for movement of road user and other heavy machineries be made.
B.WORKS DURING BLOCK (Block period of 6hrs duration approximately)
1. The block shall not be planned if rain is expected/forecast in rainy day.
2. During line block, remove the rail panel and sleepers using the road cranes. Remove the Exg.
Ballast and Earth upto required depth by excavator.
3. Watchmen should be posted to Watch stability of cut slope and control traffic movement at site.
Necessary plastic sheet to be kept at site to protect cut surface in case of unusual rain etc.
4. No material should be kept or men are allowed to stand within 2m from cut edge.
5. After ascertain desired level at bottom of RUB, provide desired thickness of sand filling.
6. Precast base slabs should be placed in position by cranes, starting from centre of formation
towards both ends. Centre line of precast slab shall be placed at the centre line of track. Hooks on
slabs should be cut by disc cutter or gas cutting arrangement and epoxy mortar to be applied.
7. Place RCC Box elements with help of road cranes in final position over base slabs, edge of box
segment be placed at centre of track. i.e. track will be supported on two segments. The joints
between base slab and segmental boxes should be staggered. Segments should perfectly flush
with each other. Hooks on box top should be cut.
8. Geo-textile to be wrapped on entire outer surface of the box to prevent seepage and leaching of
earth. All joints to be sealed with suitable sealant/water proofing compound.
9. Boulders to be filled behind the RCC Box. Remaining space should be filled with suitable back fill
material and to be compacted properly.
10. Place the already collect ballast over formation to required depth and correct profile. Clear the
block after linking the track and allow the first train at a restricted speed of stop-dead and proceed
at 10 kmph, thereafter traffic should be allowed at a speed of 10 kmph duly ensuring the traffic
parameters.
C.FOOT BLOCK WORKS
1. Mark sleeper nos on either side of the proposed LHS for a length of 15m for monitoring track
parameters i.e. cross level measurements.
2. After allowing initial settlement of boxes (if any), the gaps between two segments be sealed by
use of cement mortar or epoxy, to make joints water tight.
3. Making of ballast profile and through packing of track. Welding of fish plated joints to convert it to
LWR and destressing.
4. Construct steeped abutments and retaining wall on either side of RUB. Construct approach road to
LHS and drain age system.
5. Provide Height Gauge on either side, as per requirement and standard specification.
6. Complete the Bridge in all aspects and commission the RUB.
7. Close the level crossing.
8. As soon as first rainfall occurs after completion of work. SSE/SE(P.Way) should visit the site and
inspect for any unusual occurrence like settlement, loose packing, cross-level variation etc.
GENERAL NOTES
1. Unless otherwise specified, all measurements are shown in 'mm' and levels are shown in 'metres'.
2. No construction joint shall be allowed in concrete work unless it is specified in detailed drawings as
per design considerations.
3. The maximum bearing pressure at the bottom of box and stepped abutment is t/sq.m. The
Engineer-in-charge than this value under any circumstances.
4. A bitumen layer of at least 2mm thickness or equivalent insulating layer on the top and sides of
the box shall be provided.
5. TVUs at this LC location is 143614 YEAR OF CENSUS - DOC.06.2018.
6. Suitable speed breakers shall be provided on approaches by Road authority in consultation with
Railways.
7. The Tenderer should not the cushion availability while quoting and undertake the work only if he is
confident of taking of work without jeopardising safety.
IMPORTANT NOTES
1. In terms of District Collector, District- Maharashtra State, Lr. No. ………… dt…….. on
commissioning of subway, the LC shall be closed. Division has to ensure simultaneous closure of
Level Crossing (LC) along with commissioning of road traffic through subway.
2. Division has to submit completion drawings of detailed drawings & GAD in original duly signed by
Divisional officials after immediate completion of the work in accordance with para 911 of Indian
Railway Works Manual.
3. CRS Permission shall be obtained prior to commencement of work considering para 1302 of Indian
Railway P.Way Manual.
4. The drainage arrangements including sump and pumping arrangements wherever necessary
beyond Railway boundary should be constructed by Railways.
5. Suitable approach gradients shall be provided by Railway duly keeping the view of draining out
water in the subway within Railway Boundaries.
6. Cost of drainage arrangement system & forming approach roads during execution and
maintenance period shall be fully borne by Railways.
7. Suitable manholes along pro. drainage at regular intervals to be provided by Division.
SPECIFICATION AND DESIGN RELATED NOTES (RUB)
1. The grade of concrete for various RCC/Mass concrete works shall be in accordance with IRS
concrete bridge code 1997 & I.S. 456-2000 and IRC codes and specifications.
2. Protective coatings for reinforcement against corrosion should be provided as per clause No. 7.1.5
of correction slip no. 8 at IRS concrete bridge code edition.
3. All works are to be carried out as per the following:
a) S.C. Railway standard specification for Materials and works 2010.
b) IRS Bridge Manual
c) IRS concrete Bridge Code
d) IRS Bridge Rules.
e) IRS Bridge Foundation and Substructure Code
4. RCC Box- M35 Grade concrete with 20 mm maximum size well graded hard stone aggregate of
approved quality.
5. Wearing course, Parapet, Coping, Drain & Drain slab: M25 Grade concrete with 20 mm maximum
size well graded hard stone aggregate of approved quality.
6. Stepped Abutments, Retaining walls: M25 Grade concrete with 40 mm maximum size well graded
hard stone aggregate of approved quality.
N
NE
SE
NW
SW
S
E
W
N
NE
SE
NW
SW
S
E
W
LEGEND :
1. EXISTING WORK SHOWN IN BLACK.
2. PROPOSED ROB SHOWN IN RED.
3. FUTURE TRACK SHOWN IN MAGENTA
4. RAILWAY BOUNDARY
PWD DRAWING REFERENCE
(FOR RCC GIRDER OF 20.0 M SPAN IN APPROACH PORTION)
1) DRG.NO.TP / DC-BR / HL-PC / 2018-49(1 TO 3)
RDSO REFERENCE DWGS.
1. BOW STRING STEEL GIRDER RDSO / B - 10411 ( FOR 60.0M SPAN )
2. STRUCTURAL DESIGN DETAIL FOR 0.0M, 0.5M, 1.0M FILL HEIGHT RDSO / B - 10153 / 2
REFERENCE NOTES/DRAWINGS (ROB)
1. WEARING COAT WITH UNIFORM THICKNESS AND MISC ITEMS SUCH AS
DRAINAGE SPOUTS WITH GRATING ARRANGEMENTS ETC. SHALL BE SIMILAR
TO MORTH DRAWING NO. SD/205. LOCATION OF DRAINAGE SPOUTS SHALL
BE INVARIABLY SHOWN IN DETAILED DRAWING.
2. EXPANSION JOINTS, ELASTOMERIC BEARING & CONFINED POT/PTFE &
ELASTOMERIC BEARING SHALL BE PROCURED ONLY FROM PREQUALIFIED
MANUFACTURES OF MORTH. WARRANTY AND MAINTENANCE CONDITIONS
ON THESE ITEMS HAVE TO BE ENSURED AS PER MORTH GUIDE
LINES/CIRCULARS ISSUED FROM TIME TO TIME.
SOUTH CENTRAL RAILWAY
1) AUTHORITY OF WORK - PINK BOOK ITEM NO.239 OF 2018-2019
2) TVU - 143614 YEAR OF CENSUS DOC.- 06.2018
TRIAL PIT
SCALE: NTS
SE
CT
IO
N A
-A
SC
AL
E 1
: 1
00
SCALE 1 : 150
Sr.DEE / NED
(T RABHA)
(U.V.N.M.SWAMY)
(B.VISHWANATH EERYA)
(P.T.V. DURGA PRASAD)
(B.K. SAJJA)
(V.J.VIJENDRA KUMAR)
(B. ASHOK)
(RAJIV KUMAR TANWAR)
(N.JANARDHANA REDDY )
SSE / ROB
(A.B. PRASAD)
JE / ROB
(V.A. BABU)
GENERAL NOTES:
1. UNLESS OTHER WISE SPECIFIED, ALL MEASUREMENTS ARE SHOWN IN MM AND LEVELS ARE
SHOWN IN METRES.
2. THE FOUNDATION LEVELS SHOWN IN THE DRAWING ARE TO BE VERIFIED AT SITE BASED ON
CONFIRMATORY SUB SOIL INVESTIGATION PRIOR TO COMMENCEMENT OF WORK.
3. MAX. PRESSURE ON THE SOIL AT FOUNDATION LEVEL IS TO BE SPECIFIED IN CONCERNED
DETAILED DRAWINGS PERTAINING TO FOUNDATION.
4. THE BRIDGE SHALL BE DESIGNED TO IRC CLASS 'A' LOADING OR 70R LOADING FOR TWO
LANE/SINGLE LANE WHICHEVER GIVES WORST EFFECT FOR TWO LANE CARRIAGE WAY.
5. STAIR CASES ARE TO BE PROVIDED ON BOTH SIDES OF THE ROB OUTSIDE RAILWAY BOUNDARY
DIAGONALLY TO SUIT PEDESTRIAN TRAFFIC.
6. 4.00M WIDE STRIP M WITH POLYSULPHIDE PAINT PREFERABLY IN BLACK COLOUR SHALL BE
PROVIDED IN THE SOFFIT OF DECK AND FOOT PATH SLABS OVER RUNNING TRACK.
7. DURING EXECUTION OF COMMON PIER ON EITHER ENDS OF ROB AN OFFSET SHOULD BE
PROVIDED IN THE PIER CAPS TO SUIT THE DEPTH OF CONSTRUCTION OF ADJACENT SPANS OF
STATE R&B DEPARTMENT.
8. GUARD RAILS SHALL BE PROVIDED ON TRACKS BELOW ROB IF NECESSARY.
9. NO CONSTRUCTION JOINTS SHALL BE NORMALLY ALLOWED IN CONCRETE WORKS UNLESS IT IS
SPECIFIED IN DETAILED DRAWINGS AS PER DESIGN CONSIDERATIONS.
10. THE DETAILS, TYPE AND DIMENSIONS OF FOUNDATIONS, SUB-STRUCTURE AND
SUPER-STRUCTURE ELEMENTS SHOWN IN DRAWING ARE ONLY INDICATIVE AND MAY VARY AS
PER ACTUAL DESIGN AND DETAILED DRAWINGS. HOWEVER OBLIGATORY CLEARANCES
MENTIONED IN THE DRAWINGS SHALL NOT BE REDUCED UNDER ANY CIRCUMSTANCES WITHOUT
PRIOR APPROVAL OF CBE.
11. HIGH CONTAINMENT CRASH BARRIER OF 1.55 M HEIGHT OVER RAILWAY BOUNDARY AND
APPROACHES BEYOND RAILWAY BOUNDARY FOR A MINIMUM LENGTH OF 90.00 M SHALL BE
PROVIDED AS PER IRC 5&6 GUIDELINES OVER ROB.
12. THE LAND BOUNDARIES INDICATED IN DRAWING MAY NOT AFFECT THE ACTUAL RAILWAY
BOUNDARY AND RECKONING ACTUAL RAILWAY LAND. THE CERTIFIED LAND PLAN IN HQ OR
DIVISIONAL OFFICERS ONLY IS THE FINAL AUTHORITY. THE LAND BOUNDARIES SHOWN IN THIS
PLAN CAN NOT BE AN AUTHORITY FOR THE PURPOSE.
SPECIFICATION AND DESIGN RELATED NOTES:
1. THE GRADE OF CONCRETE FOR VARIOUS RCC/MASS CEMENT CONCRETE WORKS SHALL BE IN
ACCORDANCE WITH IRS CONCRETE BRIDGE CODE 1997 AND NEW IS 456-2000 AND IRS CODES
AND SPECIFICATIONS.
2. EXPANSION JOINTS SHALL BE STRIP SEAL JOINTS AS PER MORTH SPECIFICATIONS.
3. CONFINED POT/PTFE & ELASTOMERIC BEARINGS SHALL MANDATORY BE PROVIDED AS PER
MORTH STANDARDS AND SPECIFICATIONS.
4. PROTECTIVE COATINGS FOR REINFORCEMENT AGAINST CORROSION SHOULD BE PROVIDED AS
PER CLAUSE NO. 7.1.5 OF CORRECTION SLIP NO. 8 AT IRS CONCRETE BRIDGE CODE EDITION.
5. DRAINAGE SPOUTS SHALL BE PROVIDED 2.00 M AWAY FROM CENTRE LINE OF EXISTING/FUTURE
TRACK CONSIDERING THE TRACTION FUTURE TRACTION AND SAME HAS TO BE ENSURED IN THE
DRAWINGS AND BY THE ENGINEER-IN-CHARGE AT SITE.
6. DURING CONSTRUCTION A MINIMUM CLEARANCE OF 2360 MM TO BE MAINTAINED BETWEEN
CENTRE LINE OF EXISTING TRACK TO THE FACE OF TEMPORARY ARRANGEMENT STRUCTURES.
7. IT IS PERMITTED TO LAY MAXIMUM 65 MM THICK UNIFORM WEARING COAT OVER RAILWAY
PORTION ALONG WITH APPROACHES AS PER MORTH STANDARDS AND SPECIFICATIONS (LATEST)
BY R&B AUTHORITIES. VARIATION OF TRANSVERSE SLOPES SHALL BE MAINTAINED IN DECK/
SUPER STRUCTURE ONLY. UNDER ANY CIRCUMSTANCES WEARING COST THICKNESS SHOULD
NOT EXCEED 75 MM THICK DURING THE EXECUTION AND MAINTENANCE PERIOD. THIS SHALL BE
ENSURED BY R&B DEPARTMENT UNDER RAILWAY SUPERVISION FROM TIME TO TIME.
SPECIFICATIONS:
1. ALL WORKS ARE TO BE CARRIED OUT AS PER THE FOLLOWING.
i. INDIAN RAILWAYS UNIFIED STANDARD SPECIFICATIONS FOR MATERIALS AND WORKS 2010.
ii. IRC SPECIFICATION AND CODE OF PRACTICE FOR ROAD BRIDGES FOR SECTION I, II AND III.
iii. LATEST EDITION OF IRC 5-2000(7
TH
EDITION) FOR SECTION I IRC 5-2000(4
TH
REVISION)
iv. THE LATEST GUIDE LINES GIVEN IN IRC SPECIAL PUBLICATION NO. 83-1989 HAVE TO BE
FOLLOWED.
2. THE GRADE OF CONCRETE FOR VARIOUS RCC/MASS CONCRETE WORKS SHALL BE IN
ACCORDANCE WITH NEW IS 456-2000, IRS CONCRETE BRIDGE CODE 1997 AND IRC CODES AND
SPECIFICATIONS.
3. FOOTINGS CONTROLLED CONCRETE RCC M-35 GRADE USING 20MM MAX SIZE GRADED HARD
STONE AGGREGATE OF APPROVED QUALITY.
4. RCC TRESTIES CONTROLLED CONCRETE RCC M-35 GRADE USING 20MM MAX SIZE GRADED HARD
STONE AGGREGATE OF APPROVED QUALITY.
5. BED BLOCK CONTROLLED CONCRETE RCC M-35 GRADE USING 20MM MAX SIZE GRADED HARD
STONE AGGREGATE OF APPROVED QUALITY.
6. BEARINGS: POT/PTFE & ELASTOMERIC BEARINGS SHOULD BE DESIGNED AND PROVIDED AS PER
IRC CODE-83 (PART-III) 2002.
7. COMPOSITE CONCRETE DECK SLAB CONCRETE USED SHOULD BE CONTROLLED TO ATTAIN A
STRENGTH OF NOT LESS THAN 400 KGS/CM2 ON 150MM SIZE CUBES AT 28 DAYS USING 20 MM
MAX SIZE GRADED HARD GRANITE STONE AGGREGATE OF APPROVED QUALITY.
8. WEARING COST RCC M 30 GRADE USING 20 MM MAX SIZE GRADED HARD STONE AGGREGATE OF
APPROVED QUALITY.
9. RAILING MS HAND RAILING WITH MS WELD MESH WELDED TO FLAT.
10. EXPANSION JOINTS ARE TO BE PROVIDED AS PER MORTH SPECIFICATIONS.
11. DRAINAGE SPOUTS WITH CI PIPES 100 MM DIA WITH GRATING AT 3000 MM CENTRES ARE TO BE
PROVIDED AVOIDING AT LEAST 2000 MMM OVER THE ONE WIRE.
12. DURING CONSTRUCTION A MINIMUM CLEARANCE OF 2360 MM TO BE MAINTAINED BETWEEN
CENTRE LINE OF EXISTING TRACK TO THE FACE OF TEMPORARY ARRANGEMENT STRUCTURE.
13. VARIATION OF TRANSVERSE SLOPE SHALL BE MAINTAINED IN DECK/SUPERSTRUCTURE ONLY.
UNDER ANY CIRCUMSTANCE WEARING COAT THICKNESS SHOULD NOT EXCEED 75 MM THICK
DURING EXECUTION AND MAINTENANCE PERIOD. THIS SHALL BE ENSURED BY ROAD AUTHORITY
UNDER RAILWAY SUPERVISION FROM TIME TO TIME.
IMPORTANT NOTES
1. A COMMON BENCHMARK SHALL BE ESTABLISHED BY RAILWAYS AND R&B ENGINEERS BEFORE
STARTING THE WORK.
2. IN TERMS OF PRINCIPAL SECRETARY TO STATE GOVERNMENT TR & B DEPARTMENT LR. NO.
………….. ON COMMISSIONING OF ROB. LC SHALL BE CLOSED. MRIDC HAS TO ENSURE
SIMULTANEOUS CLOSURE OF LEVEL CROSSING (LC) ALONG WITH COMMISSIONING ROAD
TRAFFIC ON ROB AS PER BOARD DIRECTIVES LR. NO. 97/CE-I/BRO/158/POLICY DT. 27.11.1997, IN
CASE EXISTING LEVEL CROSSING IS NOT CLOSED AFTER OPENING OF ROB THE ENTIRE COST OF
ROB WILL HAVE TO BE BORNE BY THE STATE GOVERNMENT WHO HAVE SPONSORED THIS WORK.
NANDED DIVISION HAS TO ENSURE BEFORE TAKING UP THE BRIDGE FOR MAINTENANCE.
3. DY/CE/BRIDGE LINES OFFICE HAS TO SUBMIT COMPLETION DRAWINGS OF DETAILED DRAWINGS
AND GAD AND FINAL DESIGN IN ORIGINAL DULY SIGNED BY OFFICIALS TO OPEN LINE DULY GIVING
3 SETS OF COPIES TO DIVISION AFTER IMMEDIATE COMPLETION OF THE WORK IN ACCORDANCE
WITH PARA 911 OF INDIAN RAILWAY WORKS MANUAL.
4. LOAD TEST HAS TO BE CARRIED OUT IMMEDIATELY AFTER COMPLETION OF THE
SUPER-STRUCTURE CONSIDERING THE PROVISIONS OF IRC SP 51-1999 GUIDE LINES FOR LOAD
TESTING OF BRIDGES.
5. ALL SITE RECORDS AND RELEVANT DOCUMENTS OF THE WORK AFTER IMMEDIATE COMPLETION
OF THE ROB IN DUPLICATE SHALL BE HANDED OVER TO DIVISION FOR PROPER UPKEEP AND
MAINTENANCE OF THE ROB.
6. CRS PERMISSION SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF WORK CONSIDERING PARA
1302 (CLAUSE-2(G) OF INDIAN RAILWAY P.WAY MANUAL).
7. APPROACH LENGTH OF ROB SHOULD BE AS PER GUIDE LINES PROVIDED IN IRC AND BEAR
MINIMUM AS PER CODAL REQUIREMENT SHOULD ONLY BE CONSIDERED FOR COST SHARING AS
PER RAILWAY BOARD'S POLICY LR. NO. 2002/CE-I/BRO/POLICY DATED 08.02.2005
8. IN CASE TRANSFER OF RAILWAY LAND IF ANY INVOLVE CONSTRUCTION. ORGANIZATION HAS TO
TAKE INITIATIVE THE PROCESS CONSIDERING RLY BOARDS LR. NO. 97/CE-I/BRO/POLICY DT.
27.11.97.
9. NARROW ROAD OVER BRIDGE HAVING WIDTH OF DECK LESS THAN OF APPROACHES, TRAFFIC
SAFETY MEASURES ON APPROACHES TO NARROW ROAD OVER BRIDGE SHALL BE APPROVED BY
CONCERNED ROAD AUTHORITY AS PER MORTH LR. NO. RW/NH/33044/23/2007 I&R DETAILED
31.10.2008. DY. CE/BR. LINES OFFICE AND CONCERNED RAILWAY DIVISION HAS TO ENSURE IT.
10. PARA 1816 TO 1818, 1033, 1617 & 1618 OF INDIAN RAILWAYS CODE FOR ENGINEERING
DEPARTMENT MUTATIS MUTANDIS WILL APPLY FOR ROB WORK AND DY. CE/BR. LINES OFFICE
AND NANDED RAILWAY DIVISION HAS TO ENSURE IT FOR TIME TO TIME.
11. HEIGHT GAUGES NEED TO BE PROVIDED AT STARTING OF APPROACHES OF ROB
12. INITIALLY SERVICE ROAD OF 3.5 METER WILL BE PROVIDED ON EITHER SIDE WITH IN THE
EXISTING ROW. SUBSEQUENTLY AFTER THE ACQUISITION OF LAND, REHABILITATION &
RESETTLEMENT OF AFFECTED PEOPLE BY PWD, THE SERVICE ROAD WILL BE WIDENING TO 7.0
METRE ON EITHER SIDE OF ROB.
SSE / DRG.
(PRAMOD KUMAR)
DEN/ N-E / NED
KEY PLAN NOTE
RAIN WATER HARVESTING DRG NO.G.M.(W)BB/10467
SCALE 1 : 30
CROSS SECTION OF DRAIN
SCALE 1 : 20
(RAJU BHADKE)
DIRECTOR
PROJECT & PLANNING