contract package: 301 - welcome to dfccil · gad for important bridge no. 55 (markanda)...

DESIGN AND CONSTRUCTION OF CIVIL, STRUCTURES AND TRACK WORKS FOR SINGLE LINE RAILWAY INVOLVING

FORMATION IN EMBANKMENTS/CUTTINGS, BALLAST ON FORMATION, TRACK WORKS, BRIDGES, STRUCTURES, BUILDINGS,

YARDS, INTEGRATION WITH IR EXISTING RAILWAY SYSTEM AND TESTING & COMMISSIONING ON DESIGN-BUILD LUMP

S U M B A S I S F O R S A H N E W A L - P I L K H A N I S E C T I O N O F E A S T E R N D E D I C A T E D F R E I G H T C O R R I D O R

SAHNEWAL TO PILKHANIFrom Km. 360.200 to Km. 187.500

Contract Package: 301

BRIDGE DRAWINGS - VOLUME - 5.2

GAD BRIDGES

EMPLOYERDEDICATED FREIGHT CORRIDOR CORPORATION OF INDIA LIMITED

(A GOVERNMENT OF INDIA ENTERPRISES)MINISTRY OF RAILWAYS

COUNTRY : INDIA

ICB No. HQ/EN/EC/D-B/SAHNEWAL - PILKHANIPART - 4 - REFERENCE DOCUMENT

1 of 95

CONTENTS BRIDGE DRAWING (CONTRACT PACKAGE 301)SL. NO. DESCRIPTION DRAWING NO. REVISION NO. REMARKS

AECOM/301/IMP/13 R0GAD FOR IMPORTANT BRIDGE NO. 13 (YAMUNA)1

R02

R03

R04

R05

R06

R07

R0

8

R0

9

R0

10

R0

11

R0

12

R0

13

R0

14

R0

15

R0

16

R0

17

R0

18

R0

19

R0

20

GAD FOR ROB BRIDGE NO. 25 AECOM/301/ROB/25

GAD FOR ROB BRIDGE NO. 120 AECOM/301/ROB/120

GAD FOR MAJOR BRIDGE NO. 9 AECOM/301/MJR/9

















21

22

23

24

25

26

27

28

29

30





R0

R0

R0

R0

R0

R0

R0

R0





GAD FOR IMPORTANT BRIDGE NO. 55 (MARKANDA) AECOM/301/IMP/55

R0

PROJECT SAHNEWAL TO PILKHANI

DEDICATED FREIGHT CORRIDOR CORPORATION OF INDIA LTD.

CONTENTS BRIDGE DRAWING (CONTRACT PACKAGE 301)SL. NO. DESCRIPTION DRAWING NO. REVISION NO. REMARKS

31

32

33

34

35

R0

R0

R0

R0

R0






37

38

39

40

41

42

43

44

45

46

R0

R0

R0

R0

R0

R0

R0







47

48

49

50

51

52

53

54

55

56

36

R0


R0


57

58

TYPICAL GAD FOR MINOR RUB (1X5.5X4.5m) AECOM/301/MNR-RUB/TYPICAL/2

TYPICAL GAD FOR MINOR RUB (1X7.5X4.5m) AECOM/301/MNR-RUB/TYPICAL/1

R0

GAD FOR MAJOR RUB BRIDGE NO. 162 AECOM/301/MJR-RUB/162

TYPICAL GAD FOR MINOR BRIDGE (1X4X4m) AECOM/301/MI/TYPICAL/1

R0

R0

R0GAD FOR MAJOR RUB BRIDGE NO. 68 AECOM/301/MJR-RUB/68

GAD FOR MAJOR RUB BRIDGE NO. 77 AECOM/301/MJR-RUB/77 R0

R0

R0GAD FOR RFO BRIDGE NO. 165 AECOM/301/RFO/165

GAD FOR RFO BRIDGE NO. 164 AECOM/301/RFO/164 R0

R0GAD FOR RFO BRIDGE NO. 165 AECOM/301/RFO/165

GAD FOR RFO BRIDGE NO. 164 AECOM/301/RFO/164

R0

R0



R0

R0GAD FOR MAJOR BRIDGE NO. 199 AECOM/301/MJR/199


GAD FOR MAJOR BRIDGE NO. 148 AECOM/301/MJR/148 R0

R0GAD FOR MAJOR BRIDGE NO. 163 AECOM/301/MJR/163

R0

R0





R0

59

60

2 of 95

Contract Package: 301 SAHNEWAL TO PILKHANI

From Km 360.200 to 187.500

GAD OF IMPORTANT BRIDGES

3 of 95

6 PANELS @ 7775=46650

TOP CORD (TYP.) STRINGER (TYP.)

AKERS (TYP.)

TOP BRACINGS(TYP.)

TOP PLAN

6400

1900

8 PANELS @ 7775=62200

6400

BOTTOM CORD (TYP.)BOTTOM CROSS GIRDER (TYP.)

BOTTOM BRACINGS(TYP.)

BOTTOM PLAN

8 PANELS @ 7775=62200 EFFECTIVE SPAN63000 OVERALL SPAN

9750

ELEVATION

CONTRACT PACKAGE - 301

EASTERN CORRIDOR

INDICATIVE DRAWING

SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

AECOM/301/IMP/13 R0

TO PILKHANI TO SAHNEWAL

4 of 95

NOTES:-

1. ALL DIMENSIONS ARE IN mm AND ALL LEVELS IN METERS UNLESSOTHERWISE SPECIFIED.

2. a ) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDEROF PREFERENCE:-

i) IRS BRIDGE RULES. ii) IRS CONCRETE BRIDGE CODE.

iii) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT IRC CODES OF PSC. v) RELEVANT BIS CODES. b) LOADING TO BE FOLLOWED IS D.F.C. LOADING (32.5 TON AXLE LOAD)

3. HIGH YIELD STRENGTH DEFORMED/ TMT BAR OF GRADE Fe-500SATISFYING THE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED ASREINFORCEMENT.

4. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED & RECONCILEDBEFORE EXECUTION.

5. BACK FILL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUB-STRUCTUREAND FOUNDATION CODE.

6. SAFE BEARING CAPACITY OF SOIL SHALL BE DETERMINED BY SUITABLEMETHOD BEFORE CONSTRUCTION WORK. IT SHALL BE GREATER THANMAXIMUM FOUNDATION PRESSURE.

7. TRACK ON BRIDGE SHOULD BE WITH GUARD RAILS.8. INSPECTION PLATFORMS AND TROLLEY REFUSE SHALL BE PROVIDED AS

PER RAILWAY GUIDE LINES.9. IN CASE PILE FOUNDATION IS USED THE RELEVANT BIS CODE FOR PILE

FOUNDATION AND TESTING WILL BE FOLLOWED.10. IN CASE WELL FOUNDATION IS USED THE RELEVANT IRS CODE & IRC

CODE FOR WELL FOUNDATION SHALL BE FOLLOWED IN THAT ORDER OFPRECEDENCE.

11. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OFDIMENSIONS FOR EDFC.

12. WEEP HOLES SHALL BE OF 75 mm DIA. PVC PIPE STAGGERED @ 1000 mm C/CHORIZONTALLY AND VERTICALLY THROUGH RETURN WALL/ABUTMENT

13. STONE PITCHING SHALL BE 300 mm OVER 150 mm FILTER MATERIAL INPROTECTION WORKS.

14. FLOOD PROTECTION WORKS AND GUIDE BUNDS SHALL BE GOT APPROVEDBY ENGINEER.

15. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOTAFFECTED IN ANY WAY. HOWEVER, IF IT IS INESCAPABLE, THE ENGINEERWILL DECIDE THE IMPOSITION OF TEMPORARY SPEED RESTRICTION.

16. CC WEARING COURSE OF MINIMUM M - 35 GRADE AND MINIMUMTHICKNESS OF 40 mm WITH A CROSS SLOPE OF 1 IN 40 SHALL BE PROVIDEDOVER CONCRETE DECK.

17. DO NOT SCALE, FOLLOW WRITTEN DIMENSION ONLY.18. THIS GAD IS TENTATIVE AND IS MEANT ONLY FOR GUIDANCE OF THE

BIDDER. ALL THE ENGINEERING DETAILS ARE TO BE DESIGNED BY THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

19. MESH REINFORCEMENT SHALL BE PROVIDED AT THE TOP OF RCCPEDESTAL UNDER THE BEARING IN TWO LAYERS OF 8 mm TOR @ 75 C/CBOTHWAYS ONE LAYER BEING AT 20 mm DISTANCE AND OTHER LAYERBEING AT 100 MM DISTANCE FROM THE TOP OF RCC PEDESTAL


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/IMP/13 R0

5 of 95

6 PANELS @ 5905=35430

TOP CORD (TYP.) STRINGER (TYP.)

AKERS (TYP.)

TOP BRACINGS(TYP.)

TOP PLAN

6400

1900

8 PANELS @ 5905=4724064

00

BOTTOM CORD (TYP.)BOTTOM CROSS GIRDER (TYP.)

BOTTOM BRACINGS(TYP.)

BOTTOM PLAN

8 PANELS @ 5905=47240 EFFECTIVE SPAN47850 OVERALL SPAN

9750

ELEVATION


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/IMP/55 R0


6 of 95


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/IMP/55 R0

NOTES:-



i) IRS BRIDGE RULES. ii) IRS CONCRETE BRIDGE CODE.


3. HIGH YIELD STRENGTH DEFORMED/ TMT BAR OF GRADE Fe-500SATISFYING THE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED ASREINFORCEMENT.




7. TRACK ON BRIDGE SHOULD BE WITH GUARD RAILS.8. INSPECTION PLATFORMS AND TROLLEY REFUSE SHALL BE PROVIDED AS

PER RAILWAY GUIDE LINES.9. IN CASE PILE FOUNDATION IS USED THE RELEVANT BIS CODE FOR PILE

FOUNDATION AND TESTING WILL BE FOLLOWED.10. IN CASE WELL FOUNDATION IS USED THE RELEVANT IRS CODE & IRC

CODE FOR WELL FOUNDATION SHALL BE FOLLOWED IN THAT ORDER OFPRECEDENCE.



13. STONE PITCHING SHALL BE 300 mm OVER 150 mm FILTER MATERIAL INPROTECTION WORKS.

14. FLOOD PROTECTION WORKS AND GUIDE BUNDS SHALL BE GOT APPROVEDBY ENGINEER.


16. CC WEARING COURSE OF MINIMUM M - 35 GRADE AND MINIMUMTHICKNESS OF 40 mm WITH A CROSS SLOPE OF 1 IN 40 SHALL BE PROVIDEDOVER CONCRETE DECK.



19. MESH REINFORCEMENT SHALL BE PROVIDED AT THE TOP OF RCCPEDESTAL UNDER THE BEARING IN TWO LAYERS OF 8 mm TOR @ 75 C/CBOTHWAYS ONE LAYER BEING AT 20 mm DISTANCE AND OTHER LAYERBEING AT 100 MM DISTANCE FROM THE TOP OF RCC PEDESTAL

7 of 95


From Km 360.200 to 187.500

GAD OF ROBs

8 of 95

NOTES:-

1. ALL DIMENSIONS ARE IN mm AND ALL LEVELS IN METERS UNLESS OTHERWISESPECIFIED.

2. DO NOT SCALE, FOLLOW THE WRITTEN DIMENSIONS ONLY.3. a) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDER OF PREFERENCE:- i) IRS BRIDGE RULES. ii) IRS CONCRETE BRIDGE CODE. iii ) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT BIS CODES.

b) LOADING TO BE FOLLOWED IS D.F.C. LOADING (32.5 TON AXLE LOAD)4. HIGH YIELD STRENGTH DEFORMED (HYSD) / THERMO MECHANICAL TREATED (TMT) BARS

OF GRADE Fe - 500 SATISFYING THE REQUIREMENT OF IS: 1786-1985 SHALL BE USED ASREINFORCEMENT.

5. BACK FILL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUB-STRUCTURE ANDFOUNDATION CODE.

6. ALL DIMENSION AND LEVEL SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION.7. DEPTH AND SIZE OF FOUNDATION, LENGTH OF RETURN WALL AND LEVELS SHALL BE

DECIDED BASED ON SITE CONDITION (TYPE OF STRATA AND GROUND LEVEL).8. THIS GAD IS TENTATIVE AND IS MEANT ONLY FOR GUIDANCE OF THE BIDDER. ALL THE

ENGINEERING DETAILS ARE TO BE DESIGNED BY THE CONTRACTOR AS PER SITECONDITIONS/DIMENSIONS SHALL BE APPROVED BY DFCCIL.

9. WEEP HOLES OF 75mm DIA. PVC PIPES @ 1000mm C/C SHOULD BE PROVIDED IN EARTH/BALAST RETAINER.

10. DRAINAGE OF DECK SHALL BE PROVIDED 1 IN 40 (CROSS SLOPE) VIDE CLAUSE 15.2.2.1 OFIRS CONCRETE BRIDGE CODE.

11. TOP OF SLAB/BOX SHALL HAVE A WEARING COURSE OF 1 IN 40 TOWARDS OUTER SIDE FORPROPER DRAINAGE.

12. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED IN ANYWAY.HOWEVER, IF IT IS INESCAPABLE THE ENGINEER WILL DECIDE THE IMPOSITION OFTEMPORARY SPEED RESTRICTION.

13. THE EXISTING TRACK SHALL BE PROTECTED BEFORE EXECUTION OF WORK. DESIGN OFSUCH PROTECTION WORK SHALL BE DONE BY THE CONTRACTOR AND SHALL BEAPPROVED BY THE SITE ENGINEER.

14. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATION LEVEL(FL) HAS BEEN ASSUMED AS 730mm.

15. PROPER OUTLETS ON D/S SIDE FOR DRAINAGE OF DISCHARGE IS TO BE ENSURED.16. SUITABLE DRAIN HAS TO BE PROVIDED BETWEEN THE IR AND DFC FORMATIONS AND THE

WING WALLS SHOULD HAVE PROVISION FOR DISCHARGE OF FLOW FROM THESE DRAINS.17. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHOD BEFORE

CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATION PRESSURE.18. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BE KEPT

MINIMUM AS 1:100.19. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSION FOR DFCC.20. SANCTION OF CRS SHALL BE OBTAINED FOR PROPOSED WORK AS PER IRPWM.21. R.C.C. CRASH BARRIER WILL BE PROVIDED AS PER APPROVED DRAWING.22. DESIGN SHALL BE AS PER LATEST RELEVANT CODE OF IRC AND OTHER CODE AS PER

APPROVED BY M.O.S.T.23. TEMP. SIGNALING ARRANGEMENT WILL BE DONE AS PER G.R 15.09 (i)d & S.R 15.09 (2) OR G.R

15.09 (2)b & S.R 15.09 (2) WHICH EVER IS ADOPTABLE IF REQUIRED.24. LOADING BRIDGE SHALL BE DESIGNED FOR ONE LANE OR CLASS AA/70R LOADING OR

DOUBLE LANES OF CLASS A WHICH EVER PRODUCES THE MAXIMUM STRESSES.25. PROVISION OF CLAMPS IN THE SUPERSTRUCTURE FOR SUPPORTING AC TRACTION WIRE TO

BE MADE IN CONSULTATION WITH THE CONCERNED AUTHORITY.26. TEMPORARY ARRANGEMENT DRAWING OR METHODOLOGY FOR LAUNCHING OF GIRDERS

OVER RAILWAY TRACK AND CONSTRUCTION OF FOUNDATION/SUBSTRUCTURE ADJACENTTO RAILWAY TRACK SHOULD BE GOT APPROVED FROM RAILWAY AUTHORITY BEFORESTARTING OF WORK.


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/ROB/25 R0

9 of 95

NOTES :-


2. DO NOT SCALE, FOLLOW THE WRITTEN DIMENSIONS ONLY.3. a) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDER OF PREFERENCE:- i) IRS BRIDGE RULES. ii ) IRS CONCRETE BRIDGE CODE. ii i) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT BIS CODES.









11. TOP OF SLAB/BOX SHALL HAVE A WEARING COURSE OF 1 IN 40 TOWARDS OUTER SIDE FORPROPER DRAINAGE.

12. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED IN ANYWAY.HOWEVER, IF IT IS INESCAPABLE THE ENGINEER WILL DECIDE THE IMPOSITION OFTEMPORARY SPEED RESTRICTION.






MINIMUM AS 1:100.19. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSION FOR DFCC.20. SANCTION OF CRS SHALL BE OBTAINED FOR PROPOSED WORK AS PER IRPWM.21. R.C.C. CRASH BARRIER WILL BE PROVIDED AS PER APPROVED DRAWING.22. DESIGN SHALL BE AS PER LATEST RELEVANT CODE OF IRC AND OTHER CODE AS PER

APPROVED BY M.O.S.T.23. TEMP. SIGNALING ARRANGEMENT WILL BE DONE AS PER G.R 15.09 (i)d & S.R 15.09 (2) OR G.R

15.09 (2)b & S.R 15.09 (2) WHICH EVER IS ADOPTABLE IF REQUIRED.24. LOADING BRIDGE SHALL BE DESIGNED FOR ONE LANE OR CLASS AA/70R LOADING OR

DOUBLE LANES OF CLASS A WHICH EVER PRODUCES THE MAXIMUM STRESSES.25. PROVISION OF CLAMPS IN THE SUPERSTRUCTURE FOR SUPPORTING AC TRACTION WIRE TO

BE MADE IN CONSULTATION WITH THE CONCERNED AUTHORITY.26. TEMPORARY ARRANGEMENT DRAWING OR METHODOLOGY FOR LAUNCHING OF GIRDERS

OVER RAILWAY TRACK AND CONSTRUCTION OF FOUNDATION/SUBSTRUCTURE ADJACENTTO RAILWAY TRACK SHOULD BE GOT APPROVED FROM RAILWAY AUTHORITY BEFORESTARTING OF WORK.


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/ROB/120 R0

10 of 95


From Km 360.200 to 187.500

GAD OF MAJOR BRIDGES

11 of 95

TO SAHNEWAL

HALF SECTION

TO PILKHANI

HALF ELEVATION

TO SAHNEWALTO PILKHANI

HALF TOP PLANHALF BOTTOM PLAN

Z

Z'

X

X'

Y

Y'

EXISTING I NDIAN RAILWAYTRACK

C/L OF PROPOSED DFC TRACK

SECTION OF RETAINING WALL X-X'

SECTION OF WING WALL AT Y-Y'

NOTES:-



i) IRS BRIDGE RULES.ii) IRS CONCRETE BRIDGE CODE.


3. HIGH YIELD STRENGTH DEFORMED/ TMT BAR OF GRADE Fe-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.




7. TRACK ON BRIDGE SHOULD BE WITH GUARD RAILS.8. MESH REINFORCEMENT SHALL BE PROVIDED AT THE TOP OF RCC

PEDESTAL UNDER THE BEARING IN TWO LAYERS OF 8 mm TOR @ 75 C/CBOTHWAYS ONE LAYER BEING AT 20 mm DISTANCE AND OTHER LAYERBEING AT 100 MM DISTANCE FROM THE TOP OF RCC PEDESTAL

9. THE PILE FOUNDATION SHOWN IN GAD IS TENTATIVE. THE CONTRACTORHAS TO DESIGN SUITABLE FOUNDATION/SUBTRUCTURE AS PER THE SOILSTRATA AND CAN CHANGE THE PROPOSED FOUNDATION.

10. IN CASE PILE FOUNDATION IS USED THE RELEVANT BIS CODE FOR PILEFOUNDATION AND TESTING WILL BE FOLLOWED.

11. IN CASE WELL FOUNDATION IS USED THE RELEVANT IRS CODE & IRC CODEFOR WELL FOUNDATION SHALL BE FOLLOWED IN THAT ORDER OFPRECEDENCE.

12. IN CASE THE PROPOSED BRIDGE IS CROSSING A CANAL/ROAD, THE GADAND OTHER DRAWINGS AS REQUIRED SHALL BE GOT APPROVED FROM THECONCERNED CANAL/ROAD AUTHORITY BY THE CONTRACTOR WELL INTIME.



15. STONE PITCHING SHALL BE 300 mm OVER 150 mm FILTER MATERIAL INPROTECTION WORKS


17. CC WEARING COURSE OF MINIMUM M - 35 GRADE AND MINIMUMTHICKNESS OF 40 mm WITH A CROSS SLOPE OF 1 IN 40 SHALL BE PROVIDEDON DECK.




EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/9 R0

12 of 95

HALF SECTION HALF ELEVATION


Z

Z'

Y

Y'




NOTES:-























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/10 R0KEY PLAN

13 of 95

CROSS-SECTION OF ABUTMENT AT Z-Z'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/10 R0

14 of 95

SECTIONAL ELEVATION AT A-A

C/L OF BRIDGE1 x 61.00 m STEEL GIRDER

7875 7875 7875 787578757875 7875 7875

61000 CLEAR SPANFSL: 268.286

BACK FILLINGWITHGRANULAR MATERIAL

BACK FILLINGWITH

GRANULAR MATERIAL

63000 EFFECTIVE SPAN63700 OVERALL SPAN

85005500

20008500

B

B

61000

A

HALF TOP HALF BOTTOM PLAN

A

SPLAYED WING WALL

RETURN WALL

SPLAYED WING WALL

RETURN WALL

SPLAYED WING WALL

RETURN WALL

SPLAYED WING WALL

RETURN WALLC/L OF BRIDGE

400050020002000

HALF SECTIONHALF SECTION




NOTES:-























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/20 R0KEY PLAN

15 of 95

TO SAHNEWAL

HALF SECTION

TO PILKHANI

HALF ELEVATION



Z

Z'

X

X'

Y

Y'



NOTES:-























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/31 R0

16 of 95

HALF SECTION

12200 12200

HALF ELEVATION

HALF BOTTOM PLANP L A N

HALF TOP PLANA'

A P

P



NOTES:-























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/32 R0

17 of 95

SIDE ELEVATION

HALF TOP AND HALF BOTTOM PLAN

A

COPING M:20150 THK. CC

600X200HAUNCH

M 35

SLOPE 1.5:1

RETUR

N WA

LL (R4)R

ETURN W

ALL (R1)

A D/S

C/L OF BRIDGE

6100 750

U/S

MA

TC

H LIN

E

GL 274.189

FL 276.707

Y

X


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/34 R0

18 of 95

DETAIL OF `Y'

FLOW

U/S

A

RE

TU

RN

WA

LL

RE

TU

RN

WA

LL

C/L O

F DF

C TR

ACK

SLOP

E 1.5:1

A D/S

C/L U

P TR

AC

KC

/L OF D

N T

RA

CK


SIDE ELEVATION

MA

TCH

LINE

GL 274.189

FL 276.707

DETAIL OF `X'

NOTES :-


2. DO NOT SCALE, FOLLOW THE WRITTEN DIMENSIONS ONLY.3. a) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDER OF

PREFERENCE:- i) IRS BRIDGE RULES. ii) IRS CONCRETE BRIDGE CODE. iii) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT BIS CODES.







9. TOP SURFACE AND SIDE OF BOX SHALL BE GIVEN TWO COATS OF COAL TAR OR BITUMENCONFORMING TO IS: 3070-1965 BEFORE FILLING OF EARTH.

10. WEEP HOLES SHALL BE OF 75mm DIA. PVC PIPE STAGGERED @ 1000mm C/CHORIZONTALLY AND VERTICALLY THROUGH RETURN WALL/ABUTMENT



13. TOP OF SLAB/BOX SHALL HAVE A WEARING COURSE OF 1 IN 40 TOWARDS OUTER SIDEFOR PROPER DRAINAGE.

14. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED INANYWAY. HOWEVER, IF IT IS INESCAPABLE THE ENGINEER WILL DECIDE THE IMPOSITIONOF TEMPORARY SPEED RESTRICTION.






MINIMUM AS 1:100.21. IN CASE THE PROPOSED BRIDGE IS CROSSING A CANAL, THE GAD AND OTHER DRAWINGS

AS REQUIRED SHALL BE GOT APPROVED FROM THE CONCERNED CANAL AUTHORITY BYTHE CONTRACTOR WELL IN TIME.

22. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSION FOR DFCC.


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/34 R0

19 of 95


F.L. 278.228

SECTIONAL ELEVATION A-A

C/L OF BRIDGE

HFL BACK FILLINGWITHGRANULA R MATERIAL

S PLAYED WING WALL

G.L. 277.550

WING WALL NEAR ABUTMENT

SLOPE 2 : 1

G.L.

RETURN WALL

SECTION AT C-C

SECTION AT D-D

12200 12200BACK FILLING

WITHGRA NULAR

MATERIAL

12200

KEY / SITE PLAN

TO TALHERI BUZURG TO LUDHIANA

PCC 100 THK

WELL HAND PACKED BOULDER/COBBLES 600 THICK.100 DIA WEEP HOLES@1000MM C/C WITH SLOPE 1:20

VIEW BUT NOT STEEPER THAN 1:1

SLOPE AS CONVENIENT FROMCONSTRUCTION POINT OF

SLOPE

2 : 1 BACKFILL MATERIALS

WELL HAND PACKED BOULDER/COBBLES 600 THICK.100 DIA WEEP HOLES@1000MM C/C WITH SLOPE 1:20



BACKFILL MATERIALS

UP MAIN L INE (I.R.)DN MAIN LINE (I.R.)

LINE No .4 COMMON LO OP LINE (CSR=82 5.50m FM TO FM)

LINE No .5 DFC MAI N LI NE (CSR=78 0.00m FM TO FM)

LINE No .6 COMMON LO OP LINE (CSR=82 5.50m FM TO FM)

P1in12

H.A. SIDING CSR = 200.00m TRAP TO TRAP

A1

SECTION AT C-C

F.L.

G.L.

HALF BOTTOM PLAN _ HALF TOP PLAN

A

A1

A

A1

C

CP2P1

OF DFCC TRACKCL

OF COMMON LOOP TRACKCL

OF COMMON LOOP TRACKCL

B

RETURN WALLSPLAYED WING WALL

RETURN WALL SPLAYED WING WALL

B

B



B

OF DFCC TRACKCLOF COMMON LOOP TRACKCL OF COMMON LOOP TRACKCL

OF DFCC H.A. SIDING TRACKCL

OF DFCC H.A. SIDING TRACKCL

NOTES:-


2. a ) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDER OFPREFERENCE:-

i) IRS BRIDGE RULES.ii)IRS CONCRETE BRIDGE CODE.


3. HIGH YIELD STRENGTH DEFORMED/ TMT BAR OF GRADE Fe-500 SATISFYING THEREQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

4. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED & RECONCILED BEFOREEXECUTION.



7. TRACK ON BRIDGE SHOULD BE WITH GUARD RAILS.8. MESH REINFORCEMENT SHALL BE PROVIDED AT THE TOP OF RCC PEDESTAL

UNDER THE BEARING IN TWO LAYERS OF 8 mm TOR @ 75 C/C BOTHWAYS ONELAYER BEING AT 20 mm DISTANCE AND OTHER LAYER BEING AT 100 MMDISTANCE FROM THE TOP OF RCC PEDESTAL

9. THE PILE FOUNDATION SHOWN IN GAD IS TENTATIVE. THE CONTRACTOR HASTO DESIGN SUITABLE FOUNDATION/SUBTRUCTURE AS PER THE SOIL STRATAAND CAN CHANGE THE PROPOSED FOUNDATION.


11. IN CASE WELL FOUNDATION IS USED THE RELEVANT IRS CODE & IRC CODE FORWELL FOUNDATION SHALL BE FOLLOWED IN THAT ORDER OF PRECEDENCE.

12. IN CASE THE PROPOSED BRIDGE IS CROSSING A CANAL/ROAD, THE GAD ANDOTHER DRAWINGS AS REQUIRED SHALL BE GOT APPROVED FROM THECONCERNED CANAL/ROAD AUTHORITY BY THE CONTRACTOR WELL IN TIME.

13. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSIONSFOR EDFC.



16. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED INANY WAY. HOWEVER, IF IT IS INESCAPABLE, THE ENGINEER WILL DECIDE THEIMPOSITION OF TEMPORARY SPEED RESTRICTION.

17. CC WEARING COURSE OF MINIMUM M - 35 GRADE AND MINIMUM THICKNESS OF40 mm WITH A CROSS SLOPE OF 1 IN 40 SHALL BE PROVIDED ON DECK.

18. DO NOT SCALE, FOLLOW WRITTEN DIMENSION ONLY.19. THIS GAD IS TENTATIVE AND IS MEANT ONLY FOR GUIDANCE OF THE BIDDER.

ALL THE ENGINEERING DETAILS ARE TO BE DESIGNED BY THE CONTRACTOR ASPER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/35 R0

20 of 95



CROSS-SECTION A-A

NOTES:-




iii) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT IRC CODES OF PSC. v) RELEVANT BIS CODES. b) LOADING TO BE AS PER MBG LOADING STANDARDS OF IR.



















EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/37 R0

21 of 95

TO PILKHANI

TO PILKHANI


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/38 R0

22 of 95

TO SAHNEWAL

TO SAHNEWAL

CROSS-SECTION A-A

NOTES:-




iii) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE. iv) RELEVANT IRC CODES OF PSC. v) RELEVANT BIS CODES. b) LOADING TO BE AS PER MBG LOADING FOR IR STANDARDS.



















EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/38 R0

23 of 95

SIDE ELEVATION

G.L. 274.370


HAUNCH

25mm

M35

600x200

CLEAN JOINT

1.5:1

6100

1.5:1

100 WEEP HOLES

750

SE

CTIO

NA

L ELE

VATIO

N AT A-A

C/L OF BR

IDGE

AD/S

HALF TO

P AN

D H

ALF B

OTTO

M P

LANS

LAB

BR

IDG

E

6100

C/L O

F DFC TR

ACK

7506100

Y

X

DETAIL OF `Y'

DETAIL OF `X'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/39 R0

NOTES :-




b) LOADING TO BE FOLLOWED IS D.F.C. LOADING (32.5 TON AXLE LOAD)4. HIGH YIELD STRENGTH DEFORMED (HYSD) / THERMO MECHANICAL TREATED

(TMT) BARS OF GRADE Fe - 500 SATISFYING THE REQUIREMENT OF IS: 1786-1985SHALL BE USED AS REINFORCEMENT.


6. ALL DIMENSION AND LEVEL SHOULD BE VERIFIED & RECONCILED BEFOREEXECUTION.

7. DEPTH AND SIZE OF FOUNDATION, LENGTH OF RETURN WALL AND LEVELSSHALL BE DECIDED BASED ON SITE CONDITION (TYPE OF STRATA AND GROUNDLEVEL).

8. THIS GAD IS TENTATIVE AND IS MEANT ONLY FOR GUIDANCE OF THE BIDDER.ALL THE ENGINEERING DETAILS ARE TO BE DESIGNED BY THE CONTRACTOR ASPER SITE CONDITIONS/DIMENSIONS SHALL BE APPROVED BY DFCCIL.

9. TOP SURFACE AND SIDE OF BOX SHALL BE GIVEN TWO COATS OF COAL TAR ORBITUMEN CONFORMING TO IS: 3070-1965 BEFORE FILLING OF EARTH.


11. WEEP HOLES OF 75mm DIA. PVC PIPES @ 1000mm C/C SHOULD BE PROVIDED INEARTH/ BALAST RETAINER.

12. DRAINAGE OF DECK SHALL BE PROVIDED 1 IN 40 (CROSS SLOPE) VIDE CLAUSE15.2.2.1 OF IRS CONCRETE BRIDGE CODE.

13. TOP OF SLAB/BOX SHALL HAVE A WEARING COURSE OF 1 IN 40 TOWARDS OUTERSIDE FOR PROPER DRAINAGE.

14. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED INANYWAY. HOWEVER, IF IT IS INESCAPABLE THE ENGINEER WILL DECIDE THEIMPOSITION OF TEMPORARY SPEED RESTRICTION.

15. THE EXISTING TRACK SHALL BE PROTECTED BEFORE EXECUTION OF WORK.DESIGN OF SUCH PROTECTION WORK SHALL BE DONE BY THE CONTRACTOR ANDSHALL BE APPROVED BY THE SITE ENGINEER.

16. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATIONLEVEL (FL) HAS BEEN ASSUMED AS 730mm.

17. PROPER OUTLETS ON D/S SIDE FOR DRAINAGE OF DISCHARGE IS TO BE ENSURED.18. SUITABLE DRAIN HAS TO BE PROVIDED BETWEEN THE IR AND DFC FORMATIONS

AND THE WING WALLS SHOULD HAVE PROVISION FOR DISCHARGE OF FLOWFROM THESE DRAINS.

19. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHODBEFORE CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUMFOUNDATION PRESSURE.

20. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BEKEPT MINIMUM AS 1:100.

21. IN CASE THE PROPOSED BRIDGE IS CROSSING A CANAL, THE GAD AND OTHERDRAWINGS AS REQUIRED SHALL BE GOT APPROVED FROM THE CONCERNEDCANAL AUTHORITY BY THE CONTRACTOR WELL IN TIME.

22. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSIONFOR DFCC.

DF CC-ROW DF CC-ROW DF CC-ROW DF CC-ROW DF CC-ROW DF CC-ROW DF CC-ROW DF CC-ROW DFCC-ROW DF CC-ROW

24 of 95

HALF SECTION HALF ELEVATION


Z

Z'

X

X'

Y

Y'



SECTION OF WING WALL AT Y-Y'SECTION OF RETAINING WALL X-X'

KEY PLAN

NOTES:-























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/40 R0

25 of 95

SIDE ELEVATION


A


600X200HAUNCH

M 35

SLOPE 1.5:1

RETUR

N WA

LL (R4)R

ETURN W

ALL (R1)

A D/S

C/L OF BRIDGE

6100 750

U/S

MA

TC

H LIN

E

GL 274.646

FL 277.245

Y

X


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/41 R0

26 of 95

DETAIL OF `Y'

FLOW

U/S

A

RE

TU

RN

WA

LL

RE

TU

RN

WA

LL

C/L O

F DF

C TR

ACK

SLOP

E 1.5:1

A D/S

C/L U

P TR

AC

KC

/L OF D

N T

RA

CK


SIDE ELEVATION

MA

TCH

LINE

GL 274.189

FL 276.707

DETAIL OF `X'

NOTES :-

























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/41 R0

27 of 95

SIDE ELEVATION


A


600X200HAUNCH

M 35

SLOPE 1.5:1

RETUR

N WA

LL (R4)R

ETURN W

ALL (R1)

A D/S

C/L OF BRIDGE

6100 750

U/S

MA

TC

H LIN

E

GL 273.522

FL 275.038

Y

X


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/48 R0

28 of 95

DETAIL OF `Y'

FLOW

U/S

A

RE

TU

RN

WA

LL

RE

TU

RN

WA

LL

C/L O

F DF

C TR

ACK

SLOP

E 1.5:1

A D/S

C/L U

P D

FC

TRA

CK

C/L O

F DN

TR

AC

K


SIDE ELEVATION

MA

TCH

LINE

GL 274.189

FL 276.707

DETAIL OF `X'

NOTES :-

























EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/48 R0

29 of 95

HA

LF TOP A

ND

HA

LF BOTTO

M PLAN

RETUR

N WALL

RETUR

N WALL

C/L O

F DFC TRACK

SE

CTIO

NA

L ELE

VATIO

N AT A-A

SLA

B BR

IDG

E

C/L O

F UP TRACK

C/L O

F DN TRACK

RETUR

N WALL

RETUR

N WALL

C/L O

F BRID

GEA

D/S

SIDE ELEVATION

G.L. 271.945



HAUNCH

25mm

M35

600x200

CLEAN JOINTSLOPE 1.5:1

25mm CLEAN JOINT

C/L OF BRIDGE

SLOPE

1.5:1

60007506000

Y

X

DETAIL OF `Y'

DETAIL OF `X'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/52 R0

NOTES :-
























30 of 95

HALF TO

P A

ND

HA

LF BOTTO

M PLAN

RETUR

N WALL

RETURN

WALL

C/L O

F DFC TRACK

SEC

TION

AL E

LEV

ATION

AT A-A

SLAB BR

IDG

E

C/L O

F UP TRACK

C/L O

F DN TRA

CK

RETURN

WALL

RETUR

N WALL

C/L O

F BRID

GEA

D/S

SIDE ELEVATION

G.L. 272.026



HAUNCH

25mm

M35

600x200

CLEAN JOINTSLOPE 1.5:1

25mm CLEAN JOINT

C/L OF BRIDGE

SLOPE

1.5:1

60007506000

Y

X

DETAIL OF `Y'

DETAIL OF `X'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/53 R0

NOTES :-
























31 of 95

HA

LF TOP

AN

D H

ALF BO

TTOM

PLANR

CC

SLA

B BRID

GE

FLOW

U/S

A

RETUR

N WALL (R3)

RETUR

N WA

LL (R4)

C/L O

F UP TRACK

C/L O

F DN TRACK

C/L O

F BRID

GE

AD

/S

C/L O

F DFC TRACK

RETUR

N WALL (R1)

RETUR

N WALL (R2)

SIDE ELEVATION

G.L. 270.546


HAUNCH

25mm

M35

600x200

CLEAN JOINT

C/L OF BRIDGE

1.5:1

6000

1.5:1

100 WEEP HOLES

750

Y

X

DETAIL OF `Y'

DETAIL OF `X'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/54 R0

NOTES :-
























32 of 95

SIDE ELEVATION

750 750G.L.

COPING M:20

750

750

HAUNCH

M35

600x200750

1500

CLEAN JOINT

C/L O F BRIDGE

1.5:1

750750 60006000

WELL HAND PACKED BOULDER/

WEEP HOLES@10 00M M C/C WITH SLOPE 1:20



BACKFILL MATERIALS

M 35

900

300

FORMA TION LEVEL 272.614

CURTAIN WALL

2:1G.L. 272.369

750

1412

MAIN REINFORCEMENT

BOTTOM DISTRIBUTORS

100 THK BASE COURSE

MAIN REINFORCEMENT

EARTH RETAINERWEEP HOLES OF 100 PVC PIPES @ 1000 C/C

TOP SLAB DISTRIBUTORS

150 THK. BOULDER SOLING

SLAB

538

1.5:1

300

HFL

SLOPE 2:1

DFC

CH .

- 55

800

SECTIONAL ELEVATION AT A-A

1676 BG BALLASTCUSHION

S LOPE 1:100

C/L OF COMMON LOOP TRACK

150 THK . BOULDE R SOLING

1676 BG1676 BG

'C'

TOP OFR.C.C. BOX

SLOPE 1:100

C/L OF CO MMON LOOP TRACK

LEVELLINGCOURS E IN M-20 (C.C.)

750

1200

750

C/L OF DFC TRACK

HALF TOP AND HALF BOTTOM PLANRCC SLAB BRIDGE

450

FLOWU/S

A 600

075

0

RETURN WA LLRETURN WA LL

750

750

6000

750

C/L OF UP TRACK C/L OF DN TRACK

750

C/ L OF BRIDGE

AD/S

750

RETURN WALL (R1)RETURN WA LL

C/L O F COMMON LOOP TRACKC/L O F COMMON LOOP TRACK C/L OF DFC TRACK

750

6000

NOTES:-


2. a ) CODES TO BE FOLLOWED (WITH LATEST CORRECTIONS SLIP) IN ORDER OFPREFERENCE:-



3. HIGH YIELD STRENGTH DEFORMED/ TMT BAR OF GRADE Fe-500 SATISFYING THEREQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

4. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED & RECONCILED BEFOREEXECUTION.


6. SAFE BEARING CAPACITY OF SOIL SHALL BE DETERMINED BY SUITABLE METHODBEFORE CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATIONPRESSURE.

7. TRACK ON BRIDGE SHOULD BE WITH GUARD RAILS.8. MESH REINFORCEMENT SHALL BE PROVIDED AT THE TOP OF RCC PEDESTAL UNDER

THE BEARING IN TWO LAYERS OF 8 mm TOR @ 75 C/C BOTHWAYS ONE LAYER BEING AT20 mm DISTANCE AND OTHER LAYER BEING AT 100 MM DISTANCE FROM THE TOP OFRCC PEDESTAL

9. THE PILE FOUNDATION SHOWN IN GAD IS TENTATIVE. THE CONTRACTOR HAS TODESIGN SUITABLE FOUNDATION/SUBTRUCTURE AS PER THE SOIL STRATA AND CANCHANGE THE PROPOSED FOUNDATION.

10. IN CASE PILE FOUNDATION IS USED THE RELEVANT BIS CODE FOR PILE FOUNDATIONAND TESTING WILL BE FOLLOWED.

11. IN CASE WELL FOUNDATION IS USED THE RELEVANT IRS CODE & IRC CODE FOR WELLFOUNDATION SHALL BE FOLLOWED IN THAT ORDER OF PRECEDENCE.

12. IN CASE THE PROPOSED BRIDGE IS CROSSING A CANAL/ROAD, THE GAD AND OTHERDRAWINGS AS REQUIRED SHALL BE GOT APPROVED FROM THE CONCERNEDCANAL/ROAD AUTHORITY BY THE CONTRACTOR WELL IN TIME.

13. THE GAD SHOULD SATISFY THE LATEST APPROVED SCHEDULE OF DIMENSIONS FOREDFC.


15. STONE PITCHING SHALL BE 300 mm OVER 150 mm FILTER MATERIAL IN PROTECTIONWORKS

16. WORK SCHEME SHALL BE SUCH THAT ADJACENT IR TRACK IS NOT AFFECTED IN ANYWAY. HOWEVER, IF IT IS INESCAPABLE, THE ENGINEER WILL DECIDE THE IMPOSITIONOF TEMPORARY SPEED RESTRICTION.

17. CC WEARING COURSE OF MINIMUM M - 35 GRADE AND MINIMUM THICKNESS OF 40 mmWITH A CROSS SLOPE OF 1 IN 40 SHALL BE PROVIDED ON DECK.

18. DO NOT SCALE, FOLLOW WRITTEN DIMENSION ONLY.19. THIS GAD IS TENTATIVE AND IS MEANT ONLY FOR GUIDANCE OF THE BIDDER. ALL THE

ENGINEERING DETAILS ARE TO BE DESIGNED BY THE CONTRACTOR AS PER SITECONDITIONS AND EMPLOYER'S REQUIREMENT.


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/58 R0

33 of 95

SIDE ELEVATION

G.L. 270.459


HAUNCH

25mm

M35

600x200

CLEAN JOINT

1.5:1

6000

1.5:1

100 WEEP H OLES

750


C/L O

F BRIDG

E

AD

/S

SLAB BRID

GE

6000

C/L O

F DFC TR

ACK

7506000

Y

X

DETAIL OF `Y'

DETAIL OF `X'


EASTERN CORRIDOR

INDICATIVE DRAWING


AECOM/301/MJR/60 R0

NOTES:-
























59400

34 of 95

TO SAHNEWAL

HALF SECTION

TO PILKHANI

HALF ELEVATION



Z

Z'

X

X'

Y

Y'



NOTES:-





















BIDDER. ALL THE ENGINEERING DETAILS ARE TO BE DESIGNED BY THECONTRACTOR AS PER

contract package: 301 - welcome to dfccil · gad for important bridge no. 55 (markanda)...

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