ADDITIONAL NOTES

1. THE STANDARD LOADING AS PER IRC 6.

2. 100 MM DIA PVC PIPES AS WEEP HOLES SHALL BE PROVIDED IN THE ABUTMENT AND RETAINING WALLS AT AN

INTERVAL OF 1000 MM C/C (APPENDIX 6 OF IRC 78-2014). VERTICALLY AND HORIZONTALLY STAGGERED.

3. DIMENSIONS OF INDIVIDUAL MEMBERS SHOWN IN DWG. SUCH AS, SHAPES AND SIZES OF ABUTMENTS, PIERS,

PIER-CAPS AND FOOTINGS ARE INDICATIVE.

4. SHAPES AND SIZE OF STEEL PLATE GIRDER, PTFE BEARINGS, PEDESTAL, RCC ABUTMENT, ABUTMENT CAP AND

FOUNDATIONS SHOWN IN THIS DRAWINGS ARE TENTATIVE AND ARE SUBJECT TO CHANGE IN FINAL EXECUTION

DRAWING AND DESIGN. SIZES OF STRUCTURAL MEMBERS ARE TENTATIVE AND MAY BE REVISED AT THE TIME OF

DETAIL DESIGN.

5. WORK WITHIN THE RAILWAY BOUNDARY SHOULD BE CARRIED OUT UNDER THE SUPERVISION OF RAILWAY

REPRESENTATIVE.

6. STAIRCASES ARE TO BE PROVIDE ON THE BOTH SIDES OF THE ROB OUTSIDE RAILWAY BOUNDARY TO SUIT TO THE

PEDESTRIAN TRAFFIC.

7. THE DESIGN IS ACCORDING TO THE FOLLOWING CODES:

(1. IRC: 5-2015

(2. IRC: 6-2017

(3. IRC: 21-2000

(4. IRC: 22-2015

(5. IRC: 24-2010

(6. IRC: 78-2014

(7. IRC:112:2011

8. CRASH BARRIERS SHALL BE PROVIDED AS PER M.O.S.T. STANDARD.

9. WEARING COAT SHALL BE PROVIDED AS PER THE SPECIFICATIONS. IRC: 16-2008

10.ENGINEER-IN-CHARGE WILL ENSURE SAFETY OF EXISTING ROAD, WHEN WORKING CLOSE TO IT. BY PROVIDING

TEMPORARY SAFETY MEASURE SUCH AS SHEET PILES, BARRICADES, ROAD SIGN ETC IN CONSULTATION WITH

TRAFFIC DEPARTMENT.

11.FABRICATION OF STEEL GIRDERS SHALL NOT BE PERMITTED OVER THE TRACKS. THEY SHALL BE FABRICATED

OUTSIDE AND THEN LAUNCHED.

12.PAINTING OF NEW STEEL WORK OF ROB SAND BLASTING OF STEEL GIRDER / MEMBER METALIZING AND PAINTING

OF STEEL COMPONENTS COMPLETE WITH APPROVED ALUMINIUM / ZINC-METAL FOLLOWED BY PROTECTIVE

COATING PAINTING AS IRBM1998 OF PARA-218.

13.THIS DRAWING SUPERSEDED EARLIER APPROVED DRAWING NO. GM(E) MB-95047. IN EARLIER APPROVED

DRAWING TWO PIERS PLANNED INSIDE RAILWAY BOUNDARY, OUT OF ONE PIER PLANNED AT THE LOCATION OF

EXISTING GATE LODGE AND S&T STORE ROOM WHICH NEED TO BE DISMANTLE AT THE TIME OF CONSTRUCTION.

BUT IN THIS NEWLY REVISED GAD 71110 MM OPEN WEB THROUGH GIRDER OPTED OVER RAILWAY PORTION AND

PIERS PLANNED OUTSIDE RAILWAY BOUNDARY AS PER RAILWAY BOARD GUIDELINE.

TVU - 148512 YEAR OF CENSUS- JULY.-2014

TYPE OF ROAD:- STATE HIGHWAY (SH)

CLASS OF LC :- SPL

PHASE WORK: -

1.CONSTRUCT OF ROB (RAILWAY SPAN) & VIADUCT AS PER APPROVED PLAN.

2. ASSEMBLY OF STEEL GIRDER IN RAILWAY PORTION SHALL BE DONE AT SAME

LOCATION IN CONSULTATION WITH RAILWAY AUTHORITIES IN NON - BLOCK PERIOD.

3. LAUNCHING OF THE ASSEMBLED GIRDER IN TRAFFIC & POWER BLOCK.

4. CONSTRUCT IN CONSULTATION WITH ROAD AUTHORITIES.

5. COMMISSION OF ROB FOR TRAFFIC.

6. ELIMINATION OF LEVEL CROSSING.

NOTES

1. ALL DIMENSIONS ARE SHOWN IN MM AND LEVELS ARE IN METER UNLESS OTHERWISE MENTIONED.

2. CHAINAGE AND CURVE DETAILS OF ALIGNMENT HAS BEEN TAKEN ALONG THE CENTER LINE OF THE BRIDGE.

3. ROAD LEVEL HAS BEEN TAKEN AT END OF CARRIAGEWAY (I.E. INNER SIDE OF THE CURVE.)

4. COMMON BENCHMARK TO BE ESTABLISHED BY THE FIELD ENGINEER IN CONSULTATION WITH R & B ENGINEERS

BEFORE STARTING THE WORK.

5. GROUND LEVEL AND CLEARANCE OF TRACK AT ROB SHALL BE VERIFIED AT THE SITE BEFORE EXECUTION.

6. ALL THE DIMENSIONS SHOWN SHOULD BE VERIFIED AT SITE BEFORE TAKING UP DESIGN WORK IN HAND. ANY

DISCREPANCY NOTED SHOULD BE FORWARDED THROUGH ALTERATIONS DULY SIGNED, SUITABLE SPEED

RESTRICTION, IF REQUIRED SHOULD BE IMPOSED BEFORE TAKING UP THE EXECUTION OF WORK WITH THE

APPROVAL OF ENGINEER IN CHARGE.

7. DURING CONSTRUCTION OF ROB ALL THE EXISTING STRUCTURE/TRACK SHOULD BE PROTECTED.

8. DURING CONSTRUCTION A MINIMUM CLEARANCE OF 2.360 M TO BE MAINTAINED BETWEEN THE CENTER LINE

OF EXISTING TRACK TO THE FACE OF TEMPORARY ARRANGEMENTS STRUCTURE.

9. REPRESENTATIVE OF TELECOM / SIGNALING, DEPARTMENT OF RAILWAYS SHOULD BE AVAILABLE AT SITE

DURING EXECUTION IN THE VICINITY OF SIGNALING AND TELECOM CABLES OF RAILWAYS.

10.CRS SANCTION SHOULD BE TAKEN BEFORE STARTING WORKS AFFECTING SAFETY OF RUNNING LINES.

11.ALL THE PRE FABRICATED STEEL GIRDERS SHOULD BE LAUNCHED WITH SUITABLE LAUNCHING SCHEME

APPROVAL.

12.COLLECTOR CONSENT TO BE OBTAINED FOR CLOSING OF LC.

13. LC GATE WILL BE CLOSED AFTER CONSTRUCTION OF ROB.

14.THE MAINTENANCE OF BRIDGE WITHIN RAILWAY PORTION SHALL BE DONE BY RAILWAY & MAINTENANCE OF

BRIDGE OUT SIDE RAILWAY PORTION SHALL BE DONE BY ROAD AUTHORITY.

15.DESIGN SHOULD BE AS PER RELEVANT IRC / IS CODES.

16.GRADE OF CONCRETE TO BE ADOPTED FOR VARIOUS MEMBERS OF BRIDGE IS AS UNDER:

FOUNDATION PIER / ABUTMENT M30.

PIER CAP / ABUTMENT CAP. DECK SLAB: CRASH BARRIER - M30, PEDESTAL - M35.

STEEL: FE 415/500

17.TYPE OF BEARING :- ELASTOMERIC/POT PTFE

18.FULL FLEDGED LOAD TEST OF SUPER STRUCTURE SHOULD BE DONE AS PER IRC-SP-51 TO ENSURE QUALITY

WORK.

19.STRIP SEAL TYPE EXPANSION JOINT SHOULD BE PROVIDED AS PER LATEST MORTH / MOST REQUIREMENT

CONTRACTOR SHOULD FURNISH DESIGN/DRAWING OF EXPANSION JOINT FROM FIRMS APPROVED BY MOST AT

VARIOUS RELEVANT AMBIENT TEMPERATURES TO SUIT SITE CONDITIONS WITH THE APPROVAL OF

ENGINEER-IN-CHARGE.

20.SUITABLE UTILITY DUCTS IF REQUIRED SHOULD BE PROVIDED BELOW FOOTPATH SLAB WITH THE APPROVAL

OF ENGINEER-IN-CHARGE

21.DRAINAGE SPOUT SHALL BE PROVIDED AS PER MOST SPECIFICATION DESIGN CONSULTANT SHOULD SUBMIT

SEPARATE SHEET OF DRAINAGE SPOUTS AS PER LATEST MOST STANDARDS.

22.TYPE OF FOUNDATION SHOULD BE DECIDED BY ENGINEER-IN-CHARGE, BASED ON DETAILED GEOTECHNICAL

INVESTIGATION AT THE TIME OF STRUCTURAL DESIGN, OPEN FOUNDATION PREFERABLY SHOULD BE PROVIDED

AS FAR AS POSSIBLE KEEPING SITE CONDITIONS IN VIEW FOR ANY OTHER SUITABLE FOUNDATION.

23.THE FOUNDATION SHOULD BE DESIGNED TO CATER FOR LOAD COMING FROM NEARBY FUTURE RAILWAY

TRACK, IF APPLICABLE.

24.NO WORK SHOULD BE TAKEN UP IN HAND TILL PROOF CHECKED DESIGN DRAWING WITHIN RAILWAY PORTION

AREA APPROVED BY RAILWAYS.

25.ROAD AUTHORITY SHOULD ENSURE THAT BEFORE LAYING ANY NEW WEARING COAT IN FUTURE EXITING

WEARING COAT SHOULD BE COMPLETELY REMOVED.

26. ALL SITE RECORDS AND RELEVANT DOCUMENTS OF COMPLETION THE ROB IN DUPLICATE SHOULD BE HANDED

OVER TO THE DIVISION FOR PROPER UP KEEP AND MAINTENANCE OF THE ROB.

27. IF ANY UTILITIES IN RAILWAY PORTION AND ON APPROACHES ARE REQUIRED TO BE SHIFTED DURING

EXECUTION

28. THE ROB WILL BE CONSTRUCTED IN TERMS OF MOU BETWEEN RAILWAYS, MORTH AND GOVERNMENT OF

MAHARASHTRA F.NO. 34066/2/2013 - S&R(B) Pt DATED 19TH/ DECEMBER 2017 MRIDC WILL EXECUTE THE WORK

OF ROB PROPER AS WELL AS APPROACHES ON BEHALF OF GOVERNMENT OF MAHARASHTRA.

29.FABRICATION SHALL BE DONE BY RDSO APPROVAL FIRM & INSPECTION SHALL BE DONE IN ACCORDANCE TO

RAILWAY BOARD LETTER NO : 2017/16/CE-III/BR/GIRDER DATED 26.05.2018.

30.PROVISION OF PROTECTION ARRANGEMENT ON IS AS PER IRPWM AND RAILWAY BOARD`S CIRCULAR

INSTRUCTION.

31.RAILWAY LAND BOUNDARY HAS BEEN VERIFIED FROM CERTIFIED LAND PLAN NO. IS TO BE MENTIONED IN

NOTICES.

32.SAFETY, RELIABILITY AND LONG TERM DURABILITY OF THE OVERHEAD STRUCTURE SHALL BE ENSURED

DURING THE DESIGN EXECUTION STAGE AS PER CENTRAL RAILWAY LETTER NO W.641.BR.POLICY DATED

10.10.2018.

33.WHILE SUBMITTING THE DESIGN OF ROB FOR APPROVAL TO HEADQUARTERS, GUIDELINES ISSUED BY HD.QRS.

OFFICE WIDE LETTER NO. W.294.BR.PROOF CHECKING DATED 27.08.2018 MAY BE FOLLOWED.

34.AS PER RAILWAY BOARD`S LETTER NO 2016/4/CE-III/BR/DSC/84 SEMINAR DATED 28.07.2017 HIGH STRENGTH

DEFORMED STAINLESS STEEL REINFORCEMENT BARS AS PER IS:16651:2017 SHOULD BE USED IN THIS CASE AS

THE BRIDGE FALL WITHIN 30 Km FROM COASTAL AREA.

35.FABRICATION SHALL BE DONE BY RDSO APPROVAL FIRM & INSPECTION SHALL BE DONE IN ACCORDANCE TO

RAILWAY BOARD LETTER NO: 2017/18/CE-III/BR/GIRDER DATED 26.05.2018.

36.PROTECTION ARRANGEMENT OF TRACK SHALL BE DONE AS PER IRPWM AND RLY BOARD CIRCULAR

INSTRUCTION.

37.RAILWAY BOUNDARY HAS BEEN VERIFIED AT SITE AS PER EXISTING ROW PILLARS.

38.SAFETY, RELIABILITY AND LONG TERM DURABILITY OF THE OVERHEAD STRUCTURE SHALL BE ENSURED

DURING THE DESIGN EXECUTION STAGE AS PER CENTRAL RAILWAY LETTER NO. W 641 POLICY DATED 1.10.2018

32.WHILE SUBMITTING THE DESIGN OF ROB FOR APPROVAL TO HEAD QUARTERS, GUIDELINE ISSUED BY HD. QRS.

OFFICE VIDE LETTER NO. W.294.BR.PROOF CHECKING DATED 27.08.2018 MAY BE FOLLOWED.

33.AS PER RAILWAY BOARD LETTER NO. 2016/4/CE-III/BR/DSC/84 SEMINAR DATED 28.07.2017 HIGH STRENGTH

DEFORMED STAINLESS STEEL REINFORCED BARS AS PER IS:16651:2017 SHOULD BE USED IN THIS CASE AS THE

BRIDGE FALLS WITHIN 30 KM FROM COASTAL AREA.

34.RAILWAY BOUNDARY HAS BEEN VERIFIED WITH LAND PLAN NO.2340.

35.IF ANY UTILITIES(DRAINAGE / PIPE LINE / OHE POLE / SIGNALING POLE / SIGNALING CABLE ETC) WICH ARE

REQUIRED TO BE SHIFT, WILL BE SHIFTED.

36.ANTI CRASH BARRIER TO BE PROVIDE AS PWE APPROVED DRAWING OF MORTH STANDARD.

37.WHILE CARRYING OUT EXCAVATION FOR FOUNDATION, PROPER ARRANGEMENT FOR SAFETY OF TRACK

SHOULD BE PROVIDED TO PROTECT THE SLIPPING OF SOIL.

38.GALVANIZED SACRIFICIAL SHUTTERING TO BE PROVIDED FOR CASTING OF DECK SLAB.

39.GUARD RAIL TO BE PROVIDED AS PER RAILWAY STANDARD DRAWING.

40.CRS SANCTION TO BE OBTAINED BEFORE COMMENCEMENT OF WORK.

41.THE GAD OF LHS SHALL BE SUBMITTED SEPARATELY AS PER JOINT FEASIBILITY CONDUCTED BY DIVISION

OFFICIALS ON 26 FEB 2019.

EXISTING PULGAON ARVI ROAD2) AA2) AA

2) AA

2) AA

FORMATION LEVEL 98.540FORMATION LEVEL 98.540

ARVI SIDE NACHANGAON SIDE ( PANCHADHARA)

PR

OP

OS

ED

LIN

E

UP

S

ID

IN

G LIN

E

RAIL TOP LEVEL 99.290

ROAD TOP LEVEL 108.465

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SOFFIT LEVEL 107.250

82

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AY

B

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Y

5300 SQ

5640 SK

4750 SQ

5055 SK

4900 SQ

5214 SK

4720 SQ

5023 SK

4710 SQ

5012 SK

5300 SQ

5640 SK

A

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2) AA

2) AA

15

00

12

20

SOIL &SOFT

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SOIL & SOFT MURUM

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HARD FRACTURED ROCK

G.L. 98.100

GROUND LEVEL

AT CH 37 ARVI SIDE

SOFTROCK2.00m.

HARDFRACTURED

ROCK(BASALT)

5.00m.

15000

GROUND LEVEL 98.000

AT CH 40 PULGAON SIDE

BORE HOLE No. : - BH - 2

15000

HARDFRACTURED

ROCK(BASALT)

5.00m.

SOFTROCK2.00m.

SOIL &SOFT

MURUM5.50 m

SOIL & SOFT MURUM

SOFT ROCK

HARD FRACTURED ROCK

P1 P2

82

15

82

15

13829 SQ

13102 SK

9681 SQ

11722 SK

13722 SQ

14192 SK

PW

3128

62061 SK

61087 SQ

80

64

71785 C/C PIER

71110 C/C BEARING

71685 C/C OVERALL

10

49

1

1533

1500

R.C.C. GIRDER R.C.C. GIRDER

15

00

83

52

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1200 mm Ø PILE

49

6

PILE CAP TOP 98.040PILE CAP TOP 98.040

75 mm WEARING COAT

5783 5470 5470 5470 5470 5470 5470 5470 5470 5470 5470

125

5832

75

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19

50

1500

3130

19

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1500

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10332

14347

69225

SBC 20 T/M SQSBC 20 T/M SQ

SBC 40 T/M SQ

SBC 50 T/M SQ

SBC 40 T/M SQ

SBC 50 T/M SQ

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11

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2

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8

1

0

4548

7

1

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1

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3

3

2

6

4

3

1

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74

00

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71785 C/C PIER

1

4

3

4

7

15497

13692

NACHANGAON SIDE ( PANCHADHARA)ARVI SIDE

900

12900

1500

FOOT PATH

BOTTOM CHORD

1221

CRASH BARRIER

VERTICAL

TOP BRACING

1.5% SLOPE

DECK SLAB 240 THK

7500

TOP CHORD

1950

14800

5614

11000

ROAD TOP LEVEL-108.465

SOFFIT LEVEL 107.250

RAIL TOP LEVEL 99.290

FORMATION LEVEL 98.540

75 mm WEARING COAT

300

1050

PILE CAP TOP 98.040

RCC PEDESTAL1050 x 1050 x 500

1200 mm Ø PILE

POT-PTFE BEARING 500 x 500 x 150

1220

14800

11800

15001500

SP.LC No. 80 WILL BE CLOSED

ON CONSTRUCTION OF R.O.B.

AT 728/6-8

PULG

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11722

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5300 4750 4900 4720 4710 13722 5300 1382912256

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1

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1

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A

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66

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34

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35

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14347

10332

E - 220302.53N - 2294225.73

E - 220323.97N - 2294280.29

7

4

3

7

6431

11516

9

6

8

1

NAGPUR DIVISION

REV.R0

TITLE

SCALE :- AS SHOWN

DRAWING APPROVAL

DESIGNATIONSIGN

DIVISIONAL RLY.

DESIGNATION

SIGN

GENERAL ARRANGEMENT DRAWING

DRG.NO. MRIDC/CR/NGP/ROB/GAD/2019/LC 80 SHEET 1 OF 1

WARDHA BADNERA SECTION

HEAD QUARTER

L-XING No. 80 (MANNED) ON C.RLY. KM 728/6-7

PINK BOOK ITEM NO. 90

MAHARASHTRA RAIL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD.

CBE

R.K.GOEL

DRM

Sr. DEE(G)

Sr. DEN (CO)

ADRM(INFRA)

Sr.DOM

Sr.DSTE(CO.)

Sr.DEE(TD)

TRILOK KOTHARI

ATUL RANE

VIKAS PARASHAR

SHISHIR TYAGI

NAMDEV RABDE

P.R. PATIL

SOMESH KUMAR

DY CE(Br.II)

XEN (Br.)

A.K.SAXENA

LEGENDS:

RAILWAY BOUNDARY

EXISTING TRACK

FUTURE TRACK

EXISTING ROAD

DRG REFERENCE

PCE NO. 23038-HQ OF WESTERN RAILWAY 4-D

Sr. DEN (CENTRAL)

PANKAJ DHAWARE

SCALE 1 : 100

HALF TOP HALF BOTTOM

KEY PLAN

SCALE 1 : 1000

N

NE SE

NW SW

S

E

W

SECTION A-A

SCALE 1 : 100

BORELOG DETAIL - BH1

SCALE 1 : 100

BORELOG DETAIL - BH2

SCALE 1 : 100

DESIGNATION SIGN.

CONSTRUCTION

DESIGNATION SIGN.

MRIDC

DyCE (C)

XEN

EXECUTIVE ENGINEER

GOVERNMENT OF MAHARAHTRA

DESIGNATION SIGN.

SUPERINTENDENT ENGINEER

CHIEF ENGINEER

(PWD)

(PWD)

(PWD)

CAD DRAUGHTSMAN

SANKET MANE

DRAWN BY

Sr. EXECUTIVE (CIVIL)

TEJAS S. KAMBLE

CHECKED BY

Dy. GENERAL MANAGER (CIVIL)

ABHAY ATKARE

Dy. GENERAL MANAGER (CIVIL)

AK SHARMA

Addl. GM

SANJAY KUMAR

PLAN

SCALE 1 : 100

RAILWAY PORTION SPAN

SCALE 1 : 100

PROP 3RD LINE

JOEL THOMOS

PROPOSED TWO LANE ROAD OVER BRIDGE IN LIEU OF LEVEL CROSSING

GATE NO. 80 RLY KM 728/6-7 AT PULGAON YARD NAGPUR DIVISION

50-50% COST SHARING BASIS

DRG.NO. GM(W)DRG.NO. DRM(W)

DIRECTOR (PROJECT & PLANNING)

RAJU BHADKE