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

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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

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-A

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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