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Contract Package: 301 - Welcome to DFCCIL · gad for important bridge no. 55 (markanda)...

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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 SUM BASIS FOR SAHNEWAL - PILKHANI SECTION OF EASTERN DEDICATED FREIGHT CORRIDOR SAHNEWAL TO PILKHANI From Km. 360.200 to Km. 187.500 Contract Package: 301 BRIDGE DRAWINGS - VOLUME - 5.2 GAD BRIDGES EMPLOYER DEDICATED FREIGHT CORRIDOR CORPORATION OF INDIA LIMITED (A GOVERNMENT OF INDIA ENTERPRISES) MINISTRY OF RAILWAYS COUNTRY : INDIA ICB No. HQ/EN/EC/D-B/SAHNEWAL - PILKHANI PART - 4 - REFERENCE DOCUMENT 1 of 95
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  • 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

    GAD FOR MAJOR BRIDGE NO. 10 AECOM/301/MJR/10

    GAD FOR MAJOR BRIDGE NO. 20 AECOM/301/MJR/20

    GAD FOR MAJOR BRIDGE NO. 31 AECOM/301/MJR/31

    GAD FOR MAJOR BRIDGE NO. 32 AECOM/301/MJR/32

    GAD FOR MAJOR BRIDGE NO. 34 AECOM/301/MJR/34

    GAD FOR MAJOR BRIDGE NO. 37 AECOM/301/MJR/37

    GAD FOR MAJOR BRIDGE NO. 38 AECOM/301/MJR/38

    GAD FOR MAJOR BRIDGE NO. 39 AECOM/301/MJR/39

    GAD FOR MAJOR BRIDGE NO. 40 AECOM/301/MJR/40

    GAD FOR MAJOR BRIDGE NO. 41 AECOM/301/MJR/41

    GAD FOR MAJOR BRIDGE NO. 48 AECOM/301/MJR/48

    GAD FOR MAJOR BRIDGE NO. 52 AECOM/301/MJR/52

    GAD FOR MAJOR BRIDGE NO. 53 AECOM/301/MJR/53

    GAD FOR MAJOR BRIDGE NO. 54 AECOM/301/MJR/54

    GAD FOR MAJOR BRIDGE NO. 58 AECOM/301/MJR/58

    GAD FOR MAJOR BRIDGE NO. 60 AECOM/301/MJR/60

    21

    22

    23

    24

    25

    26

    27

    28

    29

    30

    GAD FOR MAJOR BRIDGE NO. 61 AECOM/301/MJR/61

    GAD FOR MAJOR BRIDGE NO. 62 AECOM/301/MJR/62

    GAD FOR MAJOR BRIDGE NO. 65 AECOM/301/MJR/65

    GAD FOR MAJOR BRIDGE NO. 64 AECOM/301/MJR/64

    R0

    R0

    R0

    R0

    R0

    R0

    R0

    R0

    GAD FOR MAJOR BRIDGE NO. 74 AECOM/301/MJR/74

    GAD FOR MAJOR BRIDGE NO. 75 AECOM/301/MJR/75

    GAD FOR MAJOR BRIDGE NO. 79 AECOM/301/MJR/79

    GAD FOR MAJOR BRIDGE NO. 90 AECOM/301/MJR/90

    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

    GAD FOR MAJOR BRIDGE NO. 93 AECOM/301/MJR/93

    GAD FOR MAJOR BRIDGE NO. 94 AECOM/301/MJR/94

    GAD FOR MAJOR BRIDGE NO. 95 AECOM/301/MJR/95

    GAD FOR MAJOR BRIDGE NO. 96 AECOM/301/MJR/96

    GAD FOR MAJOR BRIDGE NO. 92 AECOM/301/MJR/92

    37

    38

    39

    40

    41

    42

    43

    44

    45

    46

    R0

    R0

    R0

    R0

    R0

    R0

    R0

    GAD FOR MAJOR BRIDGE NO. 103 AECOM/301/MJR/103

    GAD FOR MAJOR BRIDGE NO. 114 AECOM/301/MJR/114

    GAD FOR MAJOR BRIDGE NO. 115 AECOM/301/MJR/115

    GAD FOR MAJOR BRIDGE NO. 123 AECOM/301/MJR/123

    GAD FOR MAJOR BRIDGE NO. 134 AECOM/301/MJR/134

    GAD FOR MAJOR BRIDGE NO. 126 AECOM/301/MJR/126

    47

    48

    49

    50

    51

    52

    53

    54

    55

    56

    36

    R0

    GAD FOR MAJOR BRIDGE NO. 91 AECOM/301/MJR/91

    R0

    GAD FOR MAJOR BRIDGE NO. 35 AECOM/301/MJR/35

    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

    GAD FOR RFO BRIDGE NO. 69 AECOM/301/RFO/69

    GAD FOR RFO BRIDGE NO. 108 AECOM/301/RFO/108

    R0

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

    GAD FOR MAJOR BRIDGE NO. 170 AECOM/301/MJR/170

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

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

    R0

    R0

    GAD FOR MAJOR BRIDGE NO. 140 AECOM/301/MJR/140

    GAD FOR MAJOR BRIDGE NO. 145 AECOM/301/MJR/145

    GAD FOR MAJOR BRIDGE NO. 135 AECOM/301/MJR/135 R0

    GAD FOR MAJOR BRIDGE NO. 136 AECOM/301/MJR/136 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

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/IMP/55 R0

    TO PILKHANI TO SAHNEWAL

    6 of 95

  • CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/IMP/55 R0

    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

    7 of 95

  • Contract Package: 301 SAHNEWAL TO PILKHANI

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/ROB/25 R0

    9 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. ii i) 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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/ROB/120 R0

    10 of 95

  • Contract Package: 301 SAHNEWAL TO PILKHANI

    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:-

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/9 R0

    12 of 95

  • HALF SECTION HALF ELEVATION

    HALF TOP PLANHALF BOTTOM PLAN

    Z

    Z'

    Y

    Y'

    TO SAHNEWALTO PILKHANI

    TO SAHNEWALTO PILKHANI

    SECTION OF WING WALL AT Y-Y'

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/10 R0KEY PLAN

    13 of 95

  • CROSS-SECTION OF ABUTMENT AT Z-Z'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    TO SAHNEWALTO PILKHANI

    SECTION OF RETAINING WALL X-X'

    SECTION OF WING WALL AT Y-Y'

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/20 R0KEY PLAN

    15 of 95

  • TO SAHNEWAL

    HALF SECTION

    TO PILKHANI

    HALF ELEVATION

    TO SAHNEWALTO PILKHANI

    HALF TOP PLANHALF BOTTOM PLAN

    Z

    Z'

    X

    X'

    Y

    Y'

    SECTION OF RETAINING WALL X-X'

    SECTION OF WING WALL AT Y-Y'

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    TO SAHNEWALTO PILKHANI

    TO PILKHANI TO SAHNEWAL

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    COPING M:20225 THK. CC

    SIDE ELEVATION

    MA

    TCH

    LINE

    GL 274.189

    FL 276.707

    DETAIL OF `X'

    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. 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

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

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

    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.

    15. 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.

    16. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATION LEVEL(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 FLOW FROM THESE DRAINS.19. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHOD BEFORE

    CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATION PRESSURE.20. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BE KEPT

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/34 R0

    19 of 95

  • TO SAHNEWALTO PILKHANI

    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

    VIEW BUT NOT STEEPER THAN 1:1

    SLOPE AS CONVENIENT FROMCONSTRUCTION POINT OF

    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

    RETURN WALLSPLAYED WING WALL

    RETURN WALLSPLAYED WING WALL

    B

    OF DFCC TRACKCLOF COMMON LOOP TRACKCL OF COMMON LOOP TRACKCL

    OF DFCC H.A. SIDING TRACKCL

    OF DFCC H.A. SIDING TRACKCL

    NOTES:-

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

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

    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-500 SATISFYING THEREQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

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

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

    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 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.

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

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

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/35 R0

    20 of 95

  • TO SAHNEWALTO PILKHANI

    TO SAHNEWALTO PILKHANI

    CROSS-SECTION A-A

    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 AS PER MBG LOADING STANDARDS OF IR.

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

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/37 R0

    21 of 95

  • TO PILKHANI

    TO PILKHANI

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/38 R0

    22 of 95

  • TO SAHNEWAL

    TO SAHNEWAL

    CROSS-SECTION A-A

    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 AS PER MBG LOADING FOR IR STANDARDS.

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

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/38 R0

    23 of 95

  • SIDE ELEVATION

    G.L. 274.370

    COPING M:20150 THK. CC

    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'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/39 R0

    NOTES :-

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

    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: 1786-1985SHALL BE USED AS REINFORCEMENT.

    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 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.

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

    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

    HALF TOP PLANHALF BOTTOM PLAN

    Z

    Z'

    X

    X'

    Y

    Y'

    TO SAHNEWALTO PILKHANI

    TO PILKHANI TO SAHNEWAL

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

    KEY PLAN

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER SITE CONDITIONS AND EMPLOYER'S REQUIREMENT.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/40 R0

    25 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 274.646

    FL 277.245

    Y

    X

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    COPING M:20225 THK. CC

    SIDE ELEVATION

    MA

    TCH

    LINE

    GL 274.189

    FL 276.707

    DETAIL OF `X'

    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. 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

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

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

    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.

    15. 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.

    16. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATION LEVEL(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 FLOW FROM THESE DRAINS.19. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHOD BEFORE

    CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATION PRESSURE.20. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BE KEPT

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/41 R0

    27 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 273.522

    FL 275.038

    Y

    X

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    COPING M:20225 THK. CC

    SIDE ELEVATION

    MA

    TCH

    LINE

    GL 274.189

    FL 276.707

    DETAIL OF `X'

    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. 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

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

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

    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.

    15. 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.

    16. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATION LEVEL(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 FLOW FROM THESE DRAINS.19. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHOD BEFORE

    CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATION PRESSURE.20. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BE KEPT

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    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

    COPING M:20150 THK. CC

    COPING M:20225 THK. CC

    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'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/52 R0

    NOTES :-

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

    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: 1786-1985SHALL BE USED AS REINFORCEMENT.

    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 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.

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

    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.

    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

    COPING M:20150 THK. CC

    COPING M:20225 THK. CC

    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'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/53 R0

    NOTES :-

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

    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: 1786-1985SHALL BE USED AS REINFORCEMENT.

    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 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.

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

    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.

    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

    COPING M:20150 THK. CC

    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'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/54 R0

    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. 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

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

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

    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.

    15. 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.

    16. THE DIFFERENCE BETWEEN PROPOSED RAIL LEVEL (RL) & PROPOSED FORMATION LEVEL(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 FLOW FROM THESE DRAINS.19. SAFE BEARING CAPACITY OF SOIL SHALL BE CONFIRMED BY SUITABLE METHOD BEFORE

    CONSTRUCTION WORK. IT SHALL BE GREATER THAN MAXIMUM FOUNDATION PRESSURE.20. BED SLOPE SHALL BE ADJUSTED AS PER THE SITE CONDITIONS IT SHOULD BE KEPT

    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.

    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

    VIEW BUT NOT STEEPER THAN 1:1

    SLOPE AS CONVENIENT FROMCONSTRUCTION POINT OF

    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:-

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

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

    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-500 SATISFYING THEREQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

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

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

    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.

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

    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.

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/58 R0

    33 of 95

  • SIDE ELEVATION

    G.L. 270.459

    COPING M:20150 THK. CC

    HAUNCH

    25mm

    M35

    600x200

    CLEAN JOINT

    1.5:1

    6000

    1.5:1

    100 WEEP H OLES

    750

    HALF TOP AND HALF BOTTOM PLAN

    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'

    CONTRACT PACKAGE - 301

    EASTERN CORRIDOR

    INDICATIVE DRAWING

    SAHNEWAL TO PILKHANIFrom Km 360.200 to Km 187.500

    AECOM/301/MJR/60 R0

    NOTES:-

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

    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: 1786-1985SHALL BE USED AS REINFORCEMENT.

    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 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.

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

    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.

    59400

    34 of 95

  • TO SAHNEWAL

    HALF SECTION

    TO PILKHANI

    HALF ELEVATION

    TO SAHNEWALTO PILKHANI

    HALF TOP PLANHALF BOTTOM PLAN

    Z

    Z'

    X

    X'

    Y

    Y'

    SECTION OF RETAINING WALL X-X'

    SECTION OF WING WALL AT Y-Y'

    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-500 SATISFYINGTHE REQUIREMENTS OF I.S. 1786-1985 SHALL BE USED AS REINFORCEMENT.

    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. 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.

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

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

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

    16. 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.

    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.

    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 THECONTRACTOR AS PER


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