dimension details of rcc ircon …engineeringprojects.com/tender/uploadfiles/3636_drawing...pile...

NOTE:-1. ALL DIMENSIONS ARE IN MM. WRITTEN DIMENSIONS ARE TO BE FOLLOWED.2. THE DESIGN IS IN ACCORDANCE WITH IRC AND IS CODES. .3. GRADE OF CONCRETE:

PILE - M40PILE CAP, ABUTMENT, DIRTWALL - M35SEISMIC ARRESTOR , PEDESTAL, RETURN WALL , RETAINING WALL - M35DECK SLAB, CRASH BARRIER - M40APPROACH SLAB - M30

GIRDER -M304. GRADE OF REINFORCEMENT STEEL SHALL BE Fe-500 D CONFORMING TO IS : 1786.5. CLEAR COVER TO ANY REINFORCEMENT SHALL BE a) FOUNDATIONS AND IN CONTACT WITH SOIL -75MM b) AT ALL OTHER LOCATIONS -40MM6. PEDESTAL THICKNESS VARIES WITH THICKNESS OF BEARING.7. 600 TH. FILTER MEDIA BEHIND ABUTMENT SHALL BE PROVIDED AS PER PARA 2.1 OF APPENDIX - 6 OF IRC:78.8. 100 DIA WEEP HOLES IN ABUTMENTS & RETURN WALLS NOT EXCEEDING ONE METRE SPACING IN BOTH DIRECTIONS SHALL BE PROVIDED ABOVE LWL.9. BACK FILLING SHALL CONSIST OF SELECTED EARTH

CONFORMING TO APPENDIX : 6 OF IRC : 78-2014

10. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH FINAL HIGHWAY PLAN AND PROFILE DRAWINGS, ALL LEVELS GIVEN IN DRAWING SHALL BE VERIFIED BEFORE EXECUTION AT SITE.11. FOR SUPERSTRUCTURE, WEARING COAT, EXPANSION JOINT, & DRAINAGE SPOUT REFER STANDARD MOST DRG.12. CONSIDERATIONS FOR DESIGN: SEISMIC ZONE - V, MAY BE CHECKED/CONFIRMED WITH LOCAL AUTHORITY BEFOR

EXECUTION AND IMPORTANCE FACTOR - 1.013. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PER SITE REQUIREMENT14. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PERPROVISIONS OF IRC 89:

NO STONE WEIGHT LESS THAN 40 kg SHALL BE USED. WHERE THE REQUIRED SIZE STONES ARE NOT ECONOMICALLYAVAILABLE, CEMENT CONCRETE BLOCKS OR STONES IN WIRE CRATES MAY BE USED IN PLACE

OF ISOLATED STONES OF EQUIVALENT WEIGHT. CEMENT CONCRETE BLOCKS WILL BE PREFERRED WEHEREVER PRACTICABLE.FILTER SHALL CONSIST OF SOUND GRAVEL , STONE, JHAMA(OVERBURNT) BRICK BALLAST AND COARSE SAND.

15. STRIP SEAL TYPE EXPANSION JOINTS OF PROVEN QUALITY SHALL BE PROVIDED AS PER IRC : SP:69-2005.16. PILES SHALL BE BORED CAST-IN-SITU SHALL BE AS PER RECOMMENDATION OF SUB-SOIL INVESTIGATION REPORT. LOAD CARRYING CAPACITY OF PILES SHALL BE VERIFIED WITH INITIAL LOAD TEST.17. POT/PTFE BEARING SHALL BE PROVIDED UNDER EACH LONGITUDINAL GIRDER OF SUPER STRUCTURE DESIGN AND MANUFACTURING OF BEARINGS SHALL BE DONE AS PER STIPULATIONS MADE IN IRC:83 (PART-III) 2002.18. SIZE OF POT/PTFE BEARING SHALL BE AS PER MANUFACTURE DESIGNS.19. THIS DRAWING IS INDICATIVE ONLY. THE DETAIL DESIGN/DRAWING SHALL BE PREPARED BY CONCESSIONAIRE FOR EXECUTION

IRCON INFRASTRUCTURE& SERVICES LIMITED

Client:

INFRA & SERVICES

Consultant:

R.D.Mishra

DevellaSatyanarayana

VikasGupta

C.K.Nayar

Revision

Date March:- 2013

R 1 Drawn by Designed by Checked by Approved by

-

-

Drawing No:-MINISTRY OF EXTERNAL AFFAIRS NEW DELHI

A2 As Shown

Scale :-

DIMENSION DETAILS OF RCC SUPERSTRUCTURE

MYANMAR/KALETWA-ZORINPUI/ MNB/02+885/201


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF PRECAST R.C.C BEAM



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

END DIAPHRAGM DETAILS

MYANMAR/KALETWA-ZORINPUI/MNB/02+885/203


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF DECK SLAB



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DETAILS OF BEARINGS

MYANMAR/KALETWA-ZORINPUI/MNB/02+885/205


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DIMENSION DETAILS OF ABUTMENTAT BRIDGE CH: 02+885

MYANMAR/KALETWA-ZORINPUI/MNB/ SUBSTR/02+885 /206

NOTE:-1. ALL DIMENSIONS ARE IN MM. WRITTEN DIMENSIONS ARE TO BE FOLLOWED.2. THE DESIGN IS IN ACCORDANCE WITH IRC AND IS CODES. .3. GRADE OF CONCRETE:

PILE - M40PILE CAP, ABUTMENT, DIRTWALL - M35SEISMIC ARRESTOR , PEDESTAL, RETURN WALL , RETAINING WALL - M35DECK SLAB, CRASH BARRIER - M40APPROACH SLAB - M30

GIRDER -M404. GRADE OF REINFORCEMENT STEEL SHALL BE Fe-500 D CONFORMING TO IS : 1786.5. CLEAR COVER TO ANY REINFORCEMENT SHALL BE a) FOUNDATIONS AND IN CONTACT WITH SOIL -75MM b) AT ALL OTHER LOCATIONS -40MM6. PEDESTAL THICKNESS VARIES WITH THICKNESS OF BEARING.7. 600 TH. FILTER MEDIA BEHIND ABUTMENT SHALL BE PROVIDED AS PER PARA 2.1 OF APPENDIX - 6 OF IRC:78.8. 100 DIA WEEP HOLES IN ABUTMENTS & RETURN WALLS NOT EXCEEDING ONE METRE SPACING IN BOTH DIRECTIONS SHALL BE PROVIDED ABOVE LWL.9. BACK FILLING SHALL CONSIST OF SELECTED EARTH

CONFORMING TO APPENDIX : 6 OF IRC : 78-2014

10. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH FINAL HIGHWAY PLAN AND PROFILE DRAWINGS, ALL LEVELS GIVEN IN DRAWING SHALL BE VERIFIED BEFORE EXECUTION AT SITE.11. FOR SUPERSTRUCTURE, WEARING COAT, EXPANSION JOINT, & DRAINAGE SPOUT REFER STANDARD MOST DRG.12. CONSIDERATIONS FOR DESIGN: SEISMIC ZONE - V, MAY BE CHECKED/CONFIRMED WITH LOCAL AUTHORITY BEFOR

EXECUTION AND IMPORTANCE FACTOR - 1.013. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PER SITE REQUIREMENT14. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PERPROVISIONS OF IRC 89:

NO STONE WEIGHT LESS THAN 40 kg SHALL BE USED. WHERE THE REQUIRED SIZE STONES ARE NOT ECONOMICALLYAVAILABLE, CEMENT CONCRETE BLOCKS OR STONES IN WIRE CRATES MAY BE USED IN PLACE

OF ISOLATED STONES OF EQUIVALENT WEIGHT. CEMENT CONCRETE BLOCKS WILL BE PREFERRED WEHEREVER PRACTICABLE.FILTER SHALL CONSIST OF SOUND GRAVEL , STONE, JHAMA(OVERBURNT) BRICK BALLAST AND COARSE SAND.

15. STRIP SEAL TYPE EXPANSION JOINTS OF PROVEN QUALITY SHALL BE PROVIDED AS PER IRC : SP:69-2005.16. PILES SHALL BE BORED CAST-IN-SITU SHALL BE AS PER RECOMMENDATION OF SUB-SOIL INVESTIGATION REPORT. LOAD CARRYING CAPACITY OF PILES SHALL BE VERIFIED WITH INITIAL LOAD TEST.17. POT/PTFE BEARING SHALL BE PROVIDED UNDER EACH LONGITUDINAL GIRDER OF SUPER STRUCTURE DESIGN AND MANUFACTURING OF BEARINGS SHALL BE DONE AS PER STIPULATIONS MADE IN IRC:83 (PART-III) 2002.18. SIZE OF POT/PTFE BEARING SHALL BE AS PER MANUFACTURE DESIGNS.19. THIS DRAWING IS INDICATIVE ONLY. THE DETAIL DESIGN/DRAWING SHALL BE PREPARED BY CONCESSIONAIRE FOR EXECUTION


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DIMENSION DETAILS OF PSC SUPERSTRUCTURE


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

2. THE DRAWING SHALL NOT BE SCALED OFF, ONLY WRITTENDIMENSIONS SHALL BE FOLLOWED.

3. ALL REINFORCING STEEL SHALL BE OFF HYSD BARS (GRADEDESIGNATION S 500) CONFORMING TO I.S. 1786.

4. MINIMUM CLEAR COVER TO REINFORCEMENT INCLUDING STIRRUPSSHALL BE 40mm.

5. THE ANCHORAGE LENGTH & LAP LENGTH OF BARS SHALL BE AS PARCLAUSE 304 OF IRC:21

6.TIERS OF LONGITUDINAL BARS OF GIRDERS.

7. TWO LAYERS OF MESH REINFORCEMENT TYPE ``A'' ONE AT 20mm ANDOTHER AT 75mm SHALL BE PROVIDED FROM THE BOTTOM OF GIRDER.

1. MYANMAR/KALETWA-ZORINPUI/GA/07+340/1022. MYANMAR/KALETWA-ZORINPUI/MNB/07+340/2013. MYANMAR/KALETWA-ZORINPUI/MNB/07+340/2034. MYANMAR/KALETWA-ZORINPUI/MNB/07+340/2045. MYANMAR/KALETWA-ZORINPUI/MNB/07+340/2056. MYANMAR/KALETWA-ZORINPUI/MNB/07+340/206


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF PRECAST PSC BEAM



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

CABLE LAYOUT & PRESTRESSING DETAILS



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF DECK SLAB & DIAPHRAGM



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DETAILS OF FUTURE PRESTRESSINGBLOCK AND DEVIATOR BLOCK



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DETAILS OF BEARINGS



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DIMENSION DETAILS OF ABUTMENTAT BRIDGE CH: 07+340

MYANMAR/KALETWA-ZORINPUI/ MNB/SUBSTR/07+340/207


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF ABUTMENTAT BRIDGE CH: 07+340

MYANMAR/KALETWA-ZORINPUI/MNB/SUBSTR/07+340/208

dimension details of rcc ircon …engineeringprojects.com/tender/uploadfiles/3636_drawing...pile...

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