Post on 19-Aug-2018
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