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PUNE MUNICIPAL CORPORATION
SHIVAJINAGAR, PUNE – 411 005, MAHARASHTRA
Tel: 020-25501000, Fax: 020-25501203
Website: www.punecorporation.org
PROJECTS DEPARTMENT
DESIGN AND CONSTRUCTION OF RAIL OVER BRIDGE ON PUNE-MIRAJ RAILWAY LINE IN LIEU OF LC
GATE NO. 586 (ROB - I) AT GHORPADI, PUNE
AND
CONSTRUCTION OF FLYOVER AND GRADE SEPARATOR IN MUKUNDRAO AMBEDKAR JUNCTION,
VISHRANTWADI, PUNE.
TENDER NO. - _____/2023-24
VOLUME III - DRAWINGS
LUMP SUM TENDER ON CONTRACTOR’S DESIGN
DRAWING NO.:- PE/PMC/ROBI/01
DATE - 8/09/2023 SIZE - A1 REVISION - R0
DRAWN BY CHECKED BY APPROVED BY
GENERAL ARRANGEMENT
DRAWING
CONSULTANT:- TITLE:-
CLIENT:-
PRITAM ENTERPRISES
PROJECT:-
DESIGN AND CONSTRUCTION OF ROB ON
PUNE MIRAJ RAILWAY LINE (ROB I) AT
GHORPADI, PUNE
SCALE - AS SHOWN
APM YD YD
PUNE MUNICIPAL
CORPORATION
PUNE 411 005
Email ceproject @pune corporation.org
ENGINEERS AND CONSULTANTS
PUNE 411 048
Email - pe.pune2017@gmail.com Ph. +91 9112213921
SHEET 1 OF 3
MH
MH
RAILWAY
COMPOUND WALL
PLAN OF ROB
C
H
0
+
0
0
0
C
H
0
+
1
0
0
C
H
0
+
2
0
0
C
H
0
+
3
0
0
C
H
0
+
5
0
0
C
H
0
+
6
8
4
.1
0
1
C
H
0
+
0
0
0
C
H
0
+
1
0
0
C
H
0
+
2
0
0
C
H
0
+
3
0
0
C
H
0
+
5
0
0
C
H
0
+
6
8
4
.1
0
1
C
H
0
+
4
0
0
B
H
-
0
4
BH-05
UP
UP
45.0°m
(Skew Angle)
B
H
-
0
1
B
H
-
0
2
B
H
-
0
3
LEVEL
555
560
565
570
575
580
585
590
595
600
E.J E.J
E.J
RT 555.630
TO KOREGAON PARK
TO PUNE STATION
E.J
E.J
E.J
LEVEL
DATUM 545.000
FINISHED ROAD LEVELS
@ PROPOSED CENTER LINE
GROUND LEVEL BELOW
PROPOSED CENTRELINE
HORIZONTAL GEOMETRY
CHAINAGE
557.417
557.398
557.415
557.422
557.382
557.364
557.652
557.986
558.319
558.652
558.986
559.319
559.652
559.986
560.319
560.652
560.986
561.319
561.643
561.921
562.171
562.421
562.671
562.921
563.171
563.421
563.671
563.921
564.171
564.396
564.571
564.696
564.771
564.796
564.796
564.796
564.800
564.800
564.800
564.800
564.800
564.800
564.768
564.640
564.414
564.090
563.667
563.179
562.689
562.200
561.710
561.220
560.730
560.240
559.750
559.260
558.770
558.280
557.790
557.301
556.811
556.321
555.831
555.356
554.962
554.655
554.435
554.287
554.147
554.087
557.505
557.486
557.503
557.510
557.470
557.459
557.396
557.349
557.124
556.876
556.675
557.024
557.544
557.669
556.466
556.402
556.296
556.276
556.150
556.065
556.039
555.602
555.830
555.735
555.718
555.577
555.560
555.545
555.141
555.063
554.991
555.044
555.070
554.714
552.371
552.927
553.564
554.690
555.598
554.599
556.011
556.003
552.835
553.955
554.156
554.126
554.091
554.022
554.032
554.045
554.022
554.669
554.412
554.078
555.311
556.479
556.146
556.645
556.172
556.330
555.944
553.885
553.935
554.099
554.229
554.102
554.321
554.294
553.941
553.660
L=65.765
R:56.000
Lc:36.754 L=51.294
R:1200.000
Lc:14.209 L=65.231
R:135.000
Lc:39.194 L=8.815
R:100.000
Lc:31.316 L=12.668
R:60.000
Lc:31.583 L=149.499
R:283.250
Lc:92.464 L=55.902
R:283.750
Lc:25.586
L=3.984
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
0110
0120
0130
0140
0150
0160
0170
0180
0190
0200
0210
0220
0230
0240
0250
0260
0270
0280
0290
0300
0310
0320
0330
0340
0350
0360
0370
0380
0390
0400
0410
0420
0430
0440
0450
0460
0470
0480
0490
0500
0510
0520
0530
0540
0550
0560
0570
0580
0590
0600
0610
0620
0630
0640
0650
0660
0670
0680
0684.265
550
L=149.499
L-SECTION
TYPICAL CROSS SECTION AT
INTERMEDIATE DIAPHRAGM
PLAN AT TOP OF PIER CAP
TYPICAL CROSS SECTION AT END DIAPHRAGM
APPROACH CROSS SECTION AT APPROACH PORTION
ELEVATION AT EXPANSION JOINT PIER
(SCALE-1:75)
ELEVATION AT DECK CONTUINITY PIER
(SCALE-1:75)
Page 1
DRAWING NO.:- PE/PMC/ROBI/01
DATE - 8/09/2023 SIZE - A2 REVISION - R0
DRAWN BY CHECKED BY APPROVED BY
GENERAL ARRANGEMENT
DRAWING
CONSULTANT:- TITLE:-
CLIENT:-
PRITAM ENTERPRISES
PROJECT:-
DESIGN AND CONSTRUCTION OF ROB ON
PUNE MIRAJ RAILWAY LINE (ROB I) AT
GHORPADI, PUNE
SCALE - AS SHOWN
APM YD YD
ENGINEERS AND CONSULTANTS
PUNE 411 048
Email - pe.pune2017@gmail.com Ph. +91 9112213921
SHEET 2 OF 3
0.0
2.6-7
PUNE MUNICIPAL
CORPORATION
PUNE 411 005
Email ceproject @pune corporation.org
·
·
·
·
·
·
·
·
·
·
·
·
·
·
°
BH-05
UP
UP
45.0°m
(Skew Angle
)
BH-04
45.0°m
(Skew Angle)
ELEVATION OF FLYOVER @ A-A
HALF PLAN AT TOP HALF PLAN AT BOTTOM
564.674
564.739
564.780
564.799
564.800
564.800
564.800
564.800
564.800
564.800
564.768
564.640
564.414
555.070
554.714
552.371
552.927
553.564
554.690
555.598
554.599
556.011
556.003
552.835
553.955
554.156
0320
0330
0340
0350
0360
0370
0380
0390
0400
0410
0420
0430
0440
TYPICAL CROSS SECTION FOR RAILWAY PORTION
A
PLAN AT TOP OF PIER CAP
DETAILS - A
DUCT FOR UTILITY LINES
Page 2
DRAWING NO.:- PE/PMC/ROBI/01
DATE - 8/09/2023 SIZE - A2 REVISION - R0
DRAWN BY CHECKED BY APPROVED BY
GENERAL ARRANGEMENT
DRAWING
CONSULTANT:- TITLE:-
CLIENT:-
PRITAM ENTERPRISES
PROJECT:-
DESIGN AND CONSTRUCTION OF ROB ON
PUNE MIRAJ RAILWAY LINE (ROB I) AT
GHORPADI, PUNE
SCALE - AS SHOWN
APM YD YD
ENGINEERS AND CONSULTANTS
PUNE 411 048
Email - pe.pune2017@gmail.com Ph. +91 9112213921
SHEET 3 OF 3
PUNE MUNICIPAL
CORPORATION
PUNE 411 005
Email ceproject @pune corporation.org
HALF PLAN AT DECK LEVEL
PLAN
HALF PLAN AT MID HEIGHT
CROSS SECTION OF GIRDER AT MID SECTION
CENTRAL GIRDER END GIRDER
CROSS SECTION OF GIRDER AT END
CENTRAL GIRDER END GIRDER
ELEVATION OF THE GIRDER
Page 3
DRAWING NO.:- PE/PMC/ROBI/01
DATE - 8/09/2023 SIZE - A2 REVISION - R0
DRAWN BY CHECKED BY APPROVED BY
DETAILS OF VISION
BARRIER
CONSULTANT:- TITLE:-
CLIENT:-
PRITAM ENTERPRISES
PROJECT:-
DESIGN AND CONSTRUCTION OF ROB ON
PUNE MIRAJ RAILWAY LINE (ROB I) AT
GHORPADI, PUNE
SCALE - AS SHOWN
APM YD YD
ENGINEERS AND CONSULTANTS
PUNE 411 048
Email - pe.pune2017@gmail.com Ph. +91 9112213921
SHEET 3 OF 3
PUNE MUNICIPAL
CORPORATION
PUNE 411 005
Email ceproject @pune corporation.org
ELEVATION
1500 1500 1500
2400
Square Pipe 75X75X6 At. 1.50 m C/C
Square Pipe 50X50X4
HDPE Sheet - 6 mm Thick
(Blue and White Colour)
RCC Crash Barrier
3 D VIEW
TYPICAL CROSS SECTION
1200
2400
Square Pipe 75X75X6 At. 1.50 m C/C
3 No. - Square Pipe 50X50X4
150X150X10 mm Base Plate
Page 4
NOTE
1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.
2. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE
FOLLOWED.
3. GRADE OF CEMENT CONCRETE:-
· LEVELING COURSE (P.C.C.) - M15
· RAFT, WALLS, SLAB, - M30
· APPROACH SLAB - M30
· CRASH BARRIER - M40
4. TMT REINFORCEMENT SHALL CONFIRM TO IS 1786-2008 WITH FE 500D.
5. CLEAR COVER:-
· RCC RETAINING WALL RAFT - 75mm.
· RCC RETAINING WALL STEM
TOWARDS SOIL - 75mm.
· RCC RETAINING WALL STEM
AWAY FROM SOIL
- 50mm.
6. AGGREGATE SIZE SHALL BE 20mm & DOWNGRADED AS PER M.O.R.T.H. SPECIFICATION.
7. 100mm DIA P.V.C. PIPE WEEP HOLES SHALL BE PROVIDED @ 1.0 m C/C. HORIZONTALLY
& 1.0 m C/C VERTICALLY IN ABUTMENT AND RETAINING WALLS.
8. 600 mm THICK FILTER MEDIA SHALL BE PROVIDED BEHIND WALLS AS PER MORTH.
9. MINIMUM SBC REQUIRED IS 40.0T/m².
10. THE BACK FILL MATERIAL FOR ABUTMENT SHALL BE GRANULAR MATERIAL HAVING FOLLOWING PROPERTIES
A. ANGEL OF INTERNAL FRICTION - 30°
B. ANGEL OF WALL FRICTION - 20°
C. COHESION - 0
D. DRY DENSITY OF SOIL - 2T/m³
DRAWING NO.:- PE/PMC/ROBI/02
DATE - 8/09/2023 SIZE - A2 REVISION - R0
DRAWN BY CHECKED BY APPROVED BY
GENERAL ARRANGEMENT
DRAWING
CONSULTANT:- TITLE:-
CLIENT:-
PRITAM ENTERPRISES
PROJECT:-
DESIGN AND CONSTRUCTION OF ROB ON
PUNE MIRAJ RAILWAY LINE (ROB I) AT
GHORPADI, PUNE
SCALE - AS SHOWN
APM YD YD
ENGINEERS AND CONSULTANTS
PUNE 411 048
Email - pe.pune2017@gmail.com Ph. +91 9112213921
SHEET 3 OF 3
PUNE MUNICIPAL
CORPORATION
PUNE 411 005
Email ceproject @pune corporation.org
SECTION X-X
PIER
ABUTMENT
ABUTMENT
100 mm THK. PCC M15
600 mm FILTR MEDIA
APPROACH SLAB
PCC M15
WEEP HOLE 100 DIA
RIDING RETURN
A
PIER
HALF PLAN AT BOTTOM
HALF PLAN AT TOP
X
X
X
X
DETAILS A
SECTION Y-Y
G L
Page 5
KEY PLAN
L- SECTION OF GRADE SEPERATOR - ALANDI TO LOHEGAON
L- SECTION OF GRADE SEPERATOR FROM ALANDI TO LOHEGAON
L- SECTION OF FLYOVER - ALANDI TO LOHEGAON
PLAN
SCALE 1: 1800
PLAN
SCALE 1: 1800
PLAN
SCALE 1: 1800
TM
ENGINEERS PVT. LTD.
PROJECT MANAGEMENT CONSULTANT
STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS
NAME OF PROJECT:- DRAWING TITLE:-
REV.
DATE DSCRIPTION
14/09/23 R0
PROPOSED FLYOVER AND GRADE
SEPARATOR AT VISHRANTWADI JUNCTION.
PUNE MUNICIPAL
CLIENT:-
CORPORATON
PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02
GENERAL ARRANGEMENT DRAWING
DRAWN BY APPROVED BY
DAW PG JL
CHECKED BY
DATE:14/09/23 SIZE:A2 SCALE:AS SHOWN REV. : R0
TENDER DRAWING
1
2
3
4
5
6
7
8
9
10
11
12
I
H
G
F
E
D
C
B
A
J
I
H
G
F
E
D
C
B
A
J
1
2
3
4
5
6
7
8
9
10
11
12
Proposed Road
Top Lvl.
Proposed GS
Top Lvl.
Existing Ground
Level
Chainage
Existing Ground
Level
Proposed Road
Top Lvl.
546
548
550
1:25.00
Horizontal
Proposed GS
Top Lvl.
Proposed Flyover
Top Lvl.
5.50
6.10
7.45
549.086
549.216
549.625
550.034
550.434
550.834
551.234
551.634
552.034
552.434
552.834
553.234
553.634
554.034
554.434
554.834
555.234
555.634
556.034
556.434
556.834
557.234
557.634
558.034
558.434
558.834
559.234
559.634
560.034
560.334
560.434
560.434
560.434
560.434
560.434
560.334
560.038
548.963
549.176
549.389
549.614
549.862
550.122
550.382
550.641
550.894
551.096
551.290
551.485
551.679
551.864
552.029
552.184
552.339
552.494
552.649
552.805
552.960
553.115
553.270
553.365
553.337
553.249
553.161
553.072
552.995
552.984
552.984
552.984
552.984
552.984
552.984
552.984
552.951
552.853
552.722
552.592
552.461
552.316
552.107
551.832
551.494
551.141
550.788
550.436
550.094
549.816
549.608
549.470
549.402
549.360
549.318
549.277
549.235
549.193
549.151
549.119
549.123
549.136
549.150
549.163
549.177
549.183
549.160
549.105
549.035
548.965
548.894
548.824
548.754
548.684
551.290
551.470
551.562
551.463
551.210
550.876
550.543
550.210
549.876
549.543
549.210
548.876
548.543
548.210
547.876
547.543
547.225
547.002
546.892
546.876
546.876
546.876
546.876
546.876
546.876
546.876
546.939
547.106
547.377
547.7107
548.043
548.377
548.710
549.043
549.377
549.656
549.827
549.890
549.844
549.728
549.611
548.298
548.665
548.963
549.141
549.314
549.602
550.020
550.224
550.391
550.578
550.901
551.132
551.232
551.386
551.557
551.874
552.078
552.216
552.291
552.440
552.631
552.818
553.049
553.168
553.290
553.425
553.526
553.615
553.650
553.549
553.377
553.255
553.155
553.079
553.029
553.006
552.995
552.897
549.404
549.358
549.334
549.276
549.128
549.130
549.121
549.075
549.110
549.389
549.735
549.521
549.328
549.297
549.266
549.092
548.808
548.824
548.856
548.822
548.791
548.763
548.684
548.694
548.535
548.676
548.707
548.742
554
556
558
560
562
552
566
564
559.634
550.834
550.434
550.059
549.734
549.458
549.234
6.08
-1:25.00
559.234
558.834
558.434
558.034
557.634
557.234
556.834
556.434
556.034
555.634
555.234
554.834
554.434
554.034
553.634
553.234
552.834
552.434
552.034
551.634
551.234
553.000
552.853
552.722
552.591
552.461
552.312
552.000
551.828
551.494
551.273
550.886
550.436
550.193
549.667
549.475
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
370.00
380.00
390.00
400.00
410.00
420.00
430.00
440.00
450.00
460.00
470.00
480.00
490.00
500.00
510.00
520.00
530.00
540.00
550.00
560.00
570.00
580.00
590.00
600.00
610.00
620.00
630.00
640.00
650.00
660.00
670.00
680.00
690.00
700.00
710.00
720.00
730.00
740.00
750.00
760.00
770.00
780.00
790.00
800.00
1:23.93
1:74.47
-1:30.00
-Horizontal
1:30.00
-1:100.62
CULVERT
26.88
TOWARDS ALANDI TOWARDS LOHEGAON
Proposed Road
Top Lvl.
Existing Ground
Level
Existing Ground
Level
Proposed Road
Top Lvl.
5.50
Proposed GS
Top Lvl.
Chainage
Proposed GS
Top Lvl.
542.000
NALA BED
552.984
552.984
552.970
552.873
552.762
552.623
552.318
551.986
551.653
551.323
551.069
550.926
550.863
550.803
550.743
550.682
550.596
550.367
549.982
549.455
548.902
546.876
546.876
546.865
546.765
546.654
546.543
546.540
546.650
547.098
547.432
547.765
548.098
548.431
548.764
549.098
549.431
549.755
549.914
549.800
549.400
548.298
548.665
548.963
549.141
549.314
549.602
550.020
550.224
550.391
550.578
550.901
551.132
551.232
551.386
551.557
551.874
552.078
552.216
552.291
552.440
552.631
552.818
553.049
553.168
553.290
553.425
553.526
553.615
553.650
553.549
553.367
553.217
553.066
552.913
552.710
552.462
552.210
551.957
551.696
551.431
551.165
551.008
550.984
550.969
550.951
550.929
550.919
550.899
550.562
549.899
549.400
548.902
548.404
547.989
547.749
547.629
542
544
546
548
550
540
552
554
556
558
560
547.236
CULVERT TOP
SWD Invert Lvl.
545.222
545.199
545.177
545.154
545.132
545.109
545.087
545.064
545.042
545.019
544.997
544.974
544.952
544.929
544.907
544.884
544.862
544.839
544.817
544.794
544.772
544.749
544.727
544.704
544.682
544.659
544.637
544.614
544.592
544.569
544.547
544.524
544.502
544.479
544.457
544.434
6.10
6.08
551.290
551.470
551.562
551.463
551.210
550.876
550.543
550.210
549.876
549.543
549.210
548.876
548.543
548.210
547.876
547.543
547.225
547.002
546.892
1:58.52
-1:30.01
-1:3332902.81-1:90.00
1:30.01
-1:19.13
Horizontal -1:90.00
-1:30.08
-1:165.92
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
370.00
380.00
390.00
400.00
410.00
420.00
430.00
440.00
450.00
460.00
470.00
480.00
490.00
500.00
510.00
520.00
530.00
540.00
550.00
560.00
570.00
CULVERT
580.00
590.00
600.00
610.00
620.00
630.00
640.00
650.00
660.00
670.00
680.00
690.00
700.00
710.00
720.00
TOWARDS ALANDI TOWARDS PUNE
NORTH
SHED
TOILET
TAPRI
T
I
N
C
O
M
P
O
U
N
D
STR
MOTORS
RAJ
SAHAKARI BANK LTD.
BHAGINI NIVEDITA
G
A
R
G
P
E
D
H
I
DEEPA
APARTMENT
T
R
IB
H
U
W
A
N
P
.M
.P
.
T
IN
G
R
E
N
A
G
A
R
S
A
M
P
L
E
L
IB
E
R
T
Y
C
H
I
N
T
A
M
A
N
I
H
E
I
G
H
T
S
S
H
I
V
S
A
N
S
K
R
U
T
I
M
E
D
I
A
C
E
N
T
E
R
STR
STR
H
O
T
E
L
V
IS
H
R
A
N
T
I
S
T
R
TOILET
ACADEMY
SALON &
PERSONA
STR
POULTRY FARM
APEKSHA
J
M
P
R
O
P
E
R
T
I
E
S
K
I
R
A
N
A
S
T
O
R
E
RESTAURANT
SRUSHTI GARDEN
PLAZA
NAVRANG
KRUPA
SHREE SAI
PETROL PUMP
STR
CORNER
HINDUSTAN
ARCHID
KESARIYAJI
TRADING
COMPANY
JULI HOME
DECOR
MADHUR
ABHIRUCHI
STR
<--
-SH
RA
MI
K
VA
SA
HA
T
TOILET
TAPRI
S
U
R
B
H
I
C
O
M
P
L
E
X
B
H
A
IR
A
V
N
A
G
A
R
R
O
A
D
--
--
>
SHED
SHED
PREVIOUS DP
5.18
35.05
35.01
2.40
3.22
44.64
A'
8.40
T
O
A
L
A
N
D
I
T
O
D
H
A
N
O
R
I
T
O
P
U
N
E
TO LOHEGAON
A
B'
B
C'
C
D
D'
E
E'
G'
G
AB1
NORTH
A
B
2
P
1
0
P
9
P
8
P
7
P
6
P
5
P2
P1
P3
P4
FLYOVER
RAMP START
GRADE SEPERATOR
RAMP START @
CH. 0/120
O
P
E
N
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
BOX
GRADE
SEPERATOR
START
OPEN GRADE
SEPERATOR END
BOX GRADE
SEPERATOR END
FLYOVER
RAMP END
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
CH. 0/305
@
C
H
0
/
3
7
0
@
C
H
.
0
/
5
2
0
@
CH. 0/026.88
@
CH. 0/227.55
@ CH. 0/360
@ CH .0/500
@
C
H
.
0
/
5
1
8
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
C
H
.
0
/
6
6
2
.
6
1
CH.0/400
CH.0/000
CH.0/100
CH.0/200
CH.0/300
C
H
.0
/4
0
0
C
H
.
0
/
5
0
0
C
H
.
0
/
6
0
0
CH
.0/7
00
CH.1/500
CH.0/540
6.00
5.00
4.00
3.00
2.00
1.00
8.00
7.00
9.00
10.00
11.00
13.00
12.00
DEPTH
(M)0.00
THICKNESS
OF LAYER
LOG
BH @ CH. 0/150
3.00
1.50
FILED UP SOIL
GRAY HIGHLY WEATHERED
AMYGDALOIDAL BASALT
GRAY MODERATELY WEATHERED
TO FRESH AMYGDALOIDAL BASALT
13.50
6.00
5.00
4.00
3.00
2.00
1.00
8.00
7.00
9.00
10.00
DEPTH
(M)0.00
THICKNESS
OF LAYER
LOG
BH @ CH. 0/340
GRAY COMPLETELY
WEATHERED ROCK
6.00
5.00
4.00
3.00
2.00
1.00
8.00
7.00
9.00
10.00
11.00
12.00
DEPTH
(M)0.00
THICKNESS
OF LAYER
LOG
BH @ CH. 0/440
10.50
1.70
1.30
7.50
1.70
2.80
7.50
6.00
5.00
4.00
3.00
2.00
1.00
8.00
7.00
9.00
10.00
DEPTH
(M)0.00
THICKNESS
OF LAYER
LOG
BH @ CH. 0/530
1.80
1.20
LEGEND :--
BORE LOG DETAILS
LEGEND :--
9000
FLYOVER
8000
GRADE SEPARATOR
500
500
8000
500
500
7000
GRADE SEPARATOR
1m
-
2.5m
NORTH
SHED
TOILET
TAPRI
TIN
COM
POUND
STR
MOTORS
RAJ
L
I
B
E
R
T
Y
M
EDIA
CENTER
TOILET
ACADEMY
SALON &
PERSONA
J
M
PRO
PERTIES
IRANA
STO
RE
STR
SHED
SHED
PREVIOUS DP
5
.
1
8
3
5
.
0
5
3
5
.
0
1
2
.
4
0
3
.
2
2
4
4
.
6
4
A'
8
.
4
0
TO
ALANDI
TO
DHANORI
T
O
P
U
N
E
TO LOHEGAON
A
B'
B
C'
C
D
D'
E
E'
G
'
G
A
B
1
NORTH
A
B
2
P
1
0
P
9
P
8
P
7
P
6
P
5
P
2
P
1
P
3
P
4
F
L
Y
O
V
E
R
R
A
M
P
S
T
A
R
T
G
R
A
D
E
S
E
P
E
R
A
T
O
R
R
A
M
P
S
T
A
R
T
@
C
H
.
0
/
1
2
0
O
P
E
N
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
S
T
A
R
T
OPEN
GRADE
SEPERATOR
END
BOX
GRADE
SEPERATOR
END
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
C
H
.
0
/
3
0
5
@
C
H
0
/
3
7
0
@
C
H
.
0
/
5
2
0
@
C
H
.
0
/
0
2
6
.
8
8
@
C
H
.
0
/
2
2
7
.
5
5
@
CH. 0/360
@
C
H
.
0
/
5
1
8
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
C
H
.
0
/
6
6
2
.
6
1
C
H
.
0
/
4
0
0
C
H
.
0
/
0
0
0
C
H
.
0
/
1
0
0
C
H
.
0
/
2
0
0
C
H
.
0
/
3
0
0
C
H
.
0
/
4
0
0
C
H
.
0
/
5
0
0
C
H
.
0
/
6
0
0
C
H
.
0
/
7
0
0
CH.1/500
CH.0/540
S
H
E
D
S
H
E
D
S
H
E
D
P
R
E
V
I
O
U
S
D
P
5.18
35.05
35.01
2.40
3.22
44.64
A
'
8.4
0
TO ALANDI
T
O
D
H
A
N
O
R
I
TO PUNE
A
B
'
B
C
'
C
E
E
'
G
'
G
AB1
N
O
R
T
H
A
B
2
P
1
0
P
9
P
8
P7
P6
P5
P2
P
1
P3
P4
FL
YO
VE
R
R
AM
P
ST
AR
T
GR
AD
E
SE
PE
RA
TO
R
RA
MP
ST
AR
T
@
CH
.
0/1
20
O
P
E
N
G
R
A
D
E
B
O
X
G
R
A
D
E S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
S
T
A
R
T
O
P
E
N
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
FLY
OVE
R
RAM
P
END
F
L
Y
O
V
E
R R
A
M
P
E
N
D
@
C
H
.
0
/3
0
5
@
C
H
0
/
3
7
0
@
C
H
.
0/
02
6.
88
@
CH.
0/22
7.55
@
C
H
.
0
/3
6
0
@
C
H
.0
/5
0
0
@
C
H
.
0
/
5
1
8
CH.0/400
CH
.0/
00
0
CH
.0/
10
0
CH.0
/200
CH.0/
300
C
H
.
0
/
4
0
0
C
H
.
0
/
5
0
0
C
H
.1
/5
0
0
C
H
.0
/5
4
0
Proposed Road
Top Lvl.
Proposed GS
Top Lvl.
Existing Ground
Level
Chainage
Existing Ground
Level
Proposed Road
Top Lvl.
Proposed Flyover
Top Lvl.
546
548
550
Proposed GS
Top Lvl.
5.50
6.10
7.45
549.086
549.216
549.625
550.034
550.434
550.834
551.234
551.634
552.034
552.434
552.834
553.234
553.634
554.034
554.434
554.834
555.234
555.634
556.034
556.434
556.834
557.234
557.634
558.034
558.434
558.834
559.234
559.634
560.034
560.334
560.434
560.434
560.434
560.434
560.434
560.334
560.038
548.963
549.176
549.389
549.614
549.862
550.122
550.382
550.641
550.894
551.096
551.290
551.485
551.679
551.864
552.029
552.184
552.339
552.494
552.649
552.805
552.960
553.115
553.270
553.365
553.337
553.249
553.161
553.072
552.995
552.984
552.984
552.984
552.984
552.984
552.984
552.984
552.951
552.853
552.722
552.592
552.461
552.316
552.107
551.832
551.494
551.141
550.788
550.436
550.094
549.816
549.608
549.470
549.402
549.360
549.318
549.277
549.235
549.193
549.151
549.119
549.123
549.136
549.150
549.163
549.177
549.183
549.160
549.105
549.035
548.965
548.894
548.824
548.754
548.684
551.290
551.470
551.562
551.463
551.210
550.876
550.543
550.210
549.876
549.543
549.210
548.876
548.543
548.210
547.876
547.543
547.225
547.002
546.892
546.876
546.876
546.876
546.876
546.876
546.876
546.876
546.939
547.106
547.377
547.7107
548.043
548.377
548.710
549.043
549.377
549.656
549.827
549.890
549.844
549.728
549.611
548.298
548.665
548.963
549.141
549.314
549.602
550.020
550.224
550.391
550.578
550.901
551.132
551.232
551.386
551.557
551.874
552.078
552.216
552.291
552.440
552.631
552.818
553.049
553.168
553.290
553.425
553.526
553.615
553.650
553.549
553.377
553.255
553.155
553.079
553.029
553.006
552.995
552.897
549.404
549.358
549.334
549.276
549.128
549.130
549.121
549.075
549.110
549.389
549.735
549.521
549.328
549.297
549.266
549.092
548.808
548.824
548.856
548.822
548.791
548.763
548.684
548.694
548.535
548.676
548.707
548.742
554
556
558
560
562
552
564
559.634
550.834
550.434
550.059
549.734
549.458
549.234
6.08
559.234
558.834
558.434
558.034
557.634
557.234
556.834
556.434
556.034
555.634
555.234
554.834
554.434
554.034
553.634
553.234
552.834
552.434
552.034
551.634
551.234
553.000
552.853
552.722
552.591
552.461
552.312
552.000
551.828
551.494
551.273
550.886
550.436
550.193
549.667
549.475
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
370.00
380.00
390.00
400.00
410.00
420.00
430.00
440.00
450.00
460.00
470.00
480.00
490.00
500.00
510.00
520.00
530.00
540.00
550.00
560.00
570.00
580.00
590.00
600.00
610.00
620.00
630.00
640.00
650.00
660.00
670.00
680.00
690.00
700.00
710.00
720.00
730.00
740.00
750.00
760.00
770.00
780.00
790.00
800.00
1:23.93
1:25.00
Horizontal
1:74.47
-1:30.00
-Horizontal
1:30.00
-1:100.62
CULVERT
26.88
-1:25.00
TOWARDS ALANDI TOWARDS LOHEGAON
NORTH
SHED
TOILET
TAPRI
TIN
COM
POUND
STR
MOTORS
RAJ
RG
PEDHI
L
I
B
E
R
T
Y
CHINTAM
ANI
HEIG
HTS
SHIVSANSKRUTI
M
EDIA
CENTER
STR
STR
TOILET
ACADEMY
SALON &
PERSONA
J
M
PRO
PERTIES
RANA
STO
RE
RESTAURANT
SRUSHTI GARDEN
STR
SHED
SHED
PREVIOUS DP
5
.
1
8
3
5
.
0
5
3
5
.
0
1
2
.
4
0
3
.
2
2
4
4
.
6
4
A'
8
.
4
0
TO
ALANDI
TO
DHANORI
T
O
P
U
N
E
TO LOHEGAON
A
B'
B
C'
C
D
D'
E
E'
G
'
G
A
B
1
A
B
2
P
1
0
P
9
P
8
P
7
P
6
P
5
P
2
P
1
P
3
P
4
F
L
Y
O
V
E
R
R
A
M
P
S
T
A
R
T
G
R
A
D
E
S
E
P
E
R
A
T
O
R
R
A
M
P
S
T
A
R
T
@
C
H
.
0
/
1
2
0
O
P
E
N
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
E
N
D
B
O
X
G
R
A
D
E
S
E
P
E
R
A
T
O
R
S
T
A
R
T
BOX
GRADE
SEPERATOR
END
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
C
H
.
0
/
3
0
5
@
C
H
0
/
3
7
0
@
C
H
.
0
/
5
2
0
@
C
H
.
0
/
0
2
6
.
8
8
@
C
H
.
0
/
2
2
7
.
5
5
@
CH. 0/360
@
C
H
.
0
/
5
1
8
F
L
Y
O
V
E
R
R
A
M
P
E
N
D
@
C
H
.
0
/
6
6
2
.
6
1
C
H
.
0
/
4
0
0
C
H
.
0
/
0
0
0
C
H
.
0
/
1
0
0
C
H
.
0
/
2
0
0
C
H
.
0
/
3
0
0
C
H
.
0
/
4
0
0
C
H
.
0
/
5
0
0
C
H
.
0
/
6
0
0
C
H
.
0
/
7
0
0
CH.1/500
CH.0/540
6
FINGER TYPE (CANTILEVER TOOTHED) JOINT
TM
ENGINEERS PVT. LTD.
PROJECT MANAGEMENT CONSULTANT
STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS
NAME OF PROJECT:- DRAWING TITLE:-
REV.
DATE DSCRIPTION
14/09/23 R0
PROPOSED FLYOVER AND GRADE
SEPARATOR AT VISHRANTWADI JUNCTION.
PUNE MUNICIPAL
CLIENT:-
CORPORATON
PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02
TYPICAL SECTIONS AND DETAILS
DRAWN BY APPROVED BY
DAW PG JL
CHECKED BY
DATE:14/09/23 SIZE:A2 SCALE:AS SHOWN REV. : R0
TENDER DRAWING
1
2
3
4
5
6
7
8
9
10
11
12
I
H
G
F
E
D
C
B
A
J
I
H
G
F
E
D
C
B
A
J
1
2
3
4
5
6
7
8
9
10
11
12
TOWARDS ALANDI
542
544
546
548
550
Proposed Road
Top Lvl.
Proposed GS
Top Lvl.
Existing Ground
Level
Chainage
Existing Ground
Level
TOWARDS LOHEGAON
Proposed Road
Top Lvl.
7.45
549.086
549.216
549.625
550.034
550.434
550.834
551.234
551.634
552.034
552.434
552.834
553.234
553.634
554.034
554.434
554.834
555.234
555.634
556.034
556.434
556.834
557.234
557.634
558.034
558.434
558.834
559.234
559.634
560.034
560.334
560.434
560.434
560.434
560.434
560.434
560.334
560.038
548.963
549.176
549.389
549.614
549.862
550.122
550.382
550.641
550.894
551.096
551.290
551.485
551.679
551.864
552.029
552.184
552.339
552.494
552.649
552.805
552.960
553.115
553.270
553.365
553.337
553.249
553.161
553.072
552.995
552.984
552.984
552.984
552.984
552.984
552.984
552.984
552.951
552.853
552.722
552.592
552.461
552.316
552.107
551.832
551.494
551.141
550.788
550.436
550.094
549.816
549.608
549.470
549.402
549.360
549.318
549.277
549.235
549.193
549.151
549.119
549.123
549.136
549.150
549.163
549.177
549.183
549.160
549.105
549.035
548.965
548.894
548.824
548.754
548.684
551.290
551.470
551.562
551.463
551.210
550.876
550.543
550.210
549.876
549.543
549.210
548.876
548.543
548.210
547.876
547.543
547.225
547.002
546.892
546.876
546.876
546.876
546.876
546.876
546.876
546.876
546.939
547.106
547.377
547.7107
548.043
548.377
548.710
549.043
549.377
549.656
549.827
549.890
549.844
549.728
549.611
548.298
548.665
548.963
549.141
549.314
549.602
550.020
550.224
550.391
550.578
550.901
551.132
551.232
551.386
551.557
551.874
552.078
552.216
552.291
552.440
552.631
552.818
553.049
553.168
553.290
553.425
553.526
553.615
553.650
553.549
553.377
553.255
553.155
553.079
553.029
553.006
552.995
552.897
549.358
549.334
549.276
549.128
549.130
549.121
549.075
549.110
549.389
549.735
549.521
549.328
549.297
549.266
549.092
548.808
548.824
548.856
548.822
548.791
548.763
548.684
548.694
548.535
548.676
548.707
548.742
540
554
556
558
560
562
552
566
568
570
564
559.634
550.834
550.434
550.059
549.734
549.458
549.234
6.08
559.234
558.834
558.434
558.034
557.634
557.234
556.834
556.434
556.034
555.634
555.234
554.834
554.434
554.034
553.634
553.234
552.834
552.434
552.034
551.634
551.234
25.00 25.00
Proposed Flyover
Top Lvl.
AB1 P1 P2
25.00
P3
30.00
P4
36.00
P5
25.00
P6
25.00
P7
25.00
P8
25.00
P9
25.00
P10
25.00
AB2
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
370.00
380.00
390.00
400.00
410.00
420.00
430.00
440.00
450.00
460.00
470.00
480.00
490.00
500.00
510.00
520.00
530.00
540.00
550.00
560.00
570.00
580.00
590.00
600.00
610.00
620.00
630.00
640.00
650.00
660.00
670.00
680.00
690.00
700.00
710.00
720.00
730.00
740.00
750.00
760.00
770.00
780.00
790.00
800.00
1:23.93
1:25.00
Horizontal
1:74.47
-1:100.62
CULVERT
26.88
-1:25.00
291.00
RAMP PORTION
144.06
RAMP PORTION
200.66
OBLIGATORY SPAN
66.00
635.72
553.000
552.853
552.722
552.591
552.461
552.312
552.000
551.828
551.494
551.273
550.886
550.436
550.193
549.667
549.475
549.404
F.Lvl.
550.222
F.Lvl.
550.555
F.Lvl.
550.413 F.Lvl.
549.902
F.Lvl.
546.101
F.Lvl.
547.636
F.Lvl.
548.517
F.Lvl.
549.307
F.Lvl.
549.726
F.Lvl.
550.053
F.Lvl.
549.884
F.Lvl.
546.912
@ CH. 332.55
LONGITUDINAL SECTION SHOWING FOUNDING LEVEL
200
1050
500
100Ø PVC PIPE (TYP)
RE WALL
100 THK. PCC
FRICTION SLAB
RTL
FILL AS PER
SPECIFICATIONS
FRICTION SLAB
SCALE 1:25
4000
RCC PEDESTAL
VARIES
RCC PIER
DIA
C/L OF PIER
GIRDER DEPTH
SCALE: 1: 75
TYPICAL ABUTMENT DETAILS
GL
FILTER MEDIA
FOOTPATH FLYOVER RAMP
8.00
9.50
2.50
FOOTPATH
SERVICE ROAD
7.00 1.50
CROSS SECTION A - A'
C
PMPML
TANK ROAD
4.50
FOOTPATH
1 - 2.50
2.5%
OPEN
GUTTER
9.00
GRADE SEPARATOR
SERVICE ROAD
35.00
40 BC
75 DBM
200 WMM
200 GSB
300 PQC
150 DLC
200 GSB
500 SUBGRADE
25 MASTIC
50 DBM
VARYING
EXISTING ROAD
VARYING
NEW ROAD
600Ø NP3 PIPE
200mm GSB
200mm WMM
110mm DBM
40mm BC
0.45
600 FILTER MEDIA
FOOTPATH FLYOVER
8.00
9.50
2.50
FOOTPATH
SERVICE ROAD
6.99 1.50
CROSS SECTION B - B'
C
PMPML
TANK ROAD
4.50
FOOTPATH
1-2.50
GRADE SEPARATOR
SERVICE ROAD
35.00
150mm DIA MS PIPE
80mm DIA MS PIPE @ 3.0m C/C
BASE PLATE 200X200X10mm @ 3.0m C/C
6.20
6.85
25 MASTIC + 50 DBM +3MM BIT. MEM
40 BC
75mm DBM
200 WMM
200 GSB
2.5%
25 MASTIC
50 DBM
0.60
9.00
300 PQC
150 DLC
200 GSB
500 SUBGRADE
EXISTING ROAD
VARYING
NEW ROAD
600Ø NP3 PIPE
600 FILTER MEDIA
FOOTPATH FLYOVER
8.00
9.50
2.50
SERVICE ROAD
CROSS SECTION G - G'
PMPML
TANK ROAD
4.50
FOOTPATH
1-2.50
GRADE SEPARATOR
SERVICE ROAD
35.00
6.85
40 BC
75mm DBM
200 WMM
200 GSB
9.00
6.85
25 MASTIC + 50 DBM +3MM BIT. MEM
2.5%
GUTTER
25 MASTIC
50 DBM
0.60
600Ø NP3 PIPE
300 PQC
150 DLC
200 GSB
500 SUBGRADE
EXISTING ROAD
VARYING
NEW ROAD
600 FILTER MEDIA
FOOTPATH
2.50
FOOTPATH
SERVICE ROAD
7.00 1.50
CROSS SECTION C - C'
C
PMPML
TANK ROAD
4.50
FOOTPATH
1-2.50 9.00
GRADE SEPARATOR
SERVICE ROAD
35.00
16.10
40 BC
75mm DBM
200 WMM
200 GSB
2.5%
OPEN
GUTTER
600Ø NP3 PIPE
300 PQC
150 DLC
200 GSB
500 SUBGRADE
VARYING
EXISTING ROAD
VARYING
NEW ROAD
600Ø NP3 PIPE
600 FILTER MEDIA
FLYOVER
8.00
15.00
SERVICE ROAD
7.00
CROSS SECTION D - D'
PMPML
SERVICE ROAD
30.00
FILTER MEDIA
45.00
C
7.50 7.50
40 BC
75mm DBM
200 WMM
200 GSB
40 BC
75mm DBM
200 WMM
200 GSB
200mm GSB
200mm WMM
110mm DBM
40mm BC
7
COEP BOYS HOSTEL
PRATIK NAGAR, VISHRANTWADI
LOCATIONS FOR REINSTALLATION OF FOB
TM
ENGINEERS PVT. LTD.
PROJECT MANAGEMENT CONSULTANT
STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS
NAME OF PROJECT:- DRAWING TITLE:-
REV.
DATE DSCRIPTION
14/09/23 R0
PROPOSED FLYOVER AND GRADE
SEPARATOR AT VISHRANTWADI JUNCTION.
PUNE MUNICIPAL
CLIENT:-
CORPORATON
PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02
DISMANTLING AND REINSTALLATION
OF FOB DRAWN BY APPROVED BY
DAW PG JL
CHECKED BY
DATE:14/09/23 SIZE:A3 SCALE:AS SHOWN REV. : R0
TENDER DRAWING
1
2
3
4
5
6
7
8
9
10
11
12
I
H
G
F
E
D
C
B
A
J
BHAGESHWARI
VARIETIES
JAI MATA DI
NAMAH SHIVAYA
D
H
A
N
O
R
I
R
O
A
D
-
-
-
LOHEGAON ROAD--->
Y
E
R
W
A
D
A
R
O
A
D
-
-
-
>
-
-
A
L
A
N
D
I
R
O
A
D
STR
STR
SHRI SAI
JEWELLERS
CHAITANYA
FOOTWEAR
SHRI RAM
FASHION
PRAKASH
ELECTRICAL
SARASWATI
ENTERPRISES
KESAR
SWEETS
STR
VAGESHWARI
DEVI
SURAJ
M
EDICAL
VISHWESHWAR
SAHAKARI BANK
THE
VINOD HOSPITAL
HARI OM
VARIETIES
STR
STR
SUYOG
DIAGNOSTIC CENTRE
YOJANA
POULTRY FARM
NITIN
HAIRSTYLE
ANAND
TRADERS
SHED
STR
NITIN
GENERAL
STORE
SUPER CHIKAN
& EGGS SHOP
STR
NEW
MAHARASHTRA
CATERERS
STR
SUMEDH
BUDDHA
VIHAR
STR
SHED
STR
STR
RADHA
KRISHNA
STR
STATE BANK
OF INDIA
TATA
MOTORS
TRENDZ
FASHION
HOUSE
STR
RESTAURANTS
AND BAR
SHIVKRUPA
SAHAKARI
PATPEDHI
BALAJI
HARDWARE
BATA SHOES
POINTS
SAMSUNG
OM
MEDICAL
MOBILE
STORE
WORLD OF
TITAN
GANPATI & DURGA
MATA TEMPLE
ICICI BANK
HAPPY
NAIK CLINIC
MAYUR
JEWELLERS
TJSB
SARASWAT
BANK
BANK
B
R
T
B
U
S
S
T
A
T
I
O
N
HOTEL RAJ
STR
STR
STR
SHED
STR
CORPORATION
BANK
VIWA SUPER
SHOPEE
KEDARNATH
STR
GENERAL
HOSPITAL
SHARDA
HOTEL
ALANDI
POLICE
CHOWKI
KRISHNA
JEWELLERS
SHRI SAI
JEWELLERS
BANK OF
MAHARASHTRA
STR
OTTA
STR
STR
STR
STR
STR
ST-10
ST-11
ST-12
ST-13
ST-14
ST-15
ST-16
ST-1
ST-2
ST-3
ST-4
ST-6
ST-9
VISHARANT
WADI CHOWK
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
T
A
N
K
R
O
A
D
1
97.61
--------
2
96.04
TR
3
96.13
TR
4
96.05
TR
5
96.20
TR
6
96.06
TR
7
96.33
TR
8
96.13
RE
9
96.08
RE
10
95.99
DWD
11
95.99
DWD
12
95.99
DWD
13
96.15
RCH
14
96.15
RCH
15
96.20
RCH
16
95.81
RE
17
96.23
RE
18
96.26
RE
19
95.58
RE
20
95.89
RE
21
96.15
RE
22
95.98
RE
23
95.80
DWD
24
95.77
DWD
25
95.78
SCH
26
95.78
SCH
27
95.76
SCH
28
95.54
CH
29
95.54
CH
30
95.54
CH
31
95.58
CH
32
95.56
CH
33
95.60
CH
34
95.63
FT_RE
35
95.73
FT_RE
36
95.83
RE
37
95.48
RE
38
95.61
EB
39
95.53
EB
40
95.62
EB
41
96.01
FT
42
96.16
FT
43
95.96
FT
44
96.05
FT
45
95.72
FT
46
95.67
FT
47
95.60
FT
48
97.78
STR
49
97.51
STR
50
95.93
CW
51
95.93
GET
52
95.91
GET
53
95.84
GET
54
96.18
CW
55
95.79
GET
56
95.73
GET
57
96.60
SP
58
96.62
LP
59
96.92
LP
60
96.55
SP_LP
M1
96.63
--------
M2
96.67
--------
61
96.67
--------
62
95.69
DWD
63
95.72
DWD
64
95.72
DWD
65
95.70
DWD
66
95.75
DWD
67
95.76
DWD
68
95.74
DWD
69
95.71
DWD
70
95.78
DWD
71
95.76
DWD
72
95.68
DWD
73
95.66
DWD
93
96.71
LP
94
96.63
LP
95
96.69
LP
96
102.86
STR
97
98.06
STR
98
96.01
STR
99
97.64
STR
100
94.43
STR
101
94.90
STR
102
95.19
STR
103
94.80
STR
104
95.53
STR
105
94.92
CW
106
95.04
CW
107
95.00
CW
108
95.22
CW 109
95.10
CW
110
94.90
CW
111
94.80
CW
112
95.65
GET
113
95.74
GET
114
95.34
RE
115
95.61
FT
116
95.64
FT
117
95.40
FT
118
95.18
FT
119
95.43
FT
120
95.31
FT
121
95.25
CC_FT
122
95.26
CC_FT
123
94.70
CC_FT
124
94.64
CC_FT
125
94.77
FT
126
94.67
FT
127
95.19
FT 128
94.84
FT
129
95.72
TR
130
95.38
TR
131
95.52
EP
132
95.60
EB
133
95.62
EB
134
95.67
EB
135
95.63
TAPRI
136
95.65
TAPRI
137
95.55
TAPRI
138
94.69
STR
139
98.02
STR
140
95.64
EP
141
95.53
B_STOP
142
95.60
B_STOP
143
95.79
TR
144
95.46
FT
145
95.43
FT
146
95.44
FT
147
95.65
B_STOP
148
95.66
B_STOP
149
95.67
B_STOP
150
95.67
B_STOP
151
95.70
B_STOP
152
95.63
B_STOP
153
95.45
FT
154
95.44
FT
155
95.59
FT
156
95.71
FT
157
95.48
FT
158
95.50
FT
159
95.55
MH
160
96.17
CW
161
96.04
EB
162
96.09
EB
163
96.16
EB
164
95.98
SCH
165
95.98
SCH
166
95.96
SCH
167
95.81
GET
168
95.91
GET
169
95.48
CW
170
96.01
PL
171
96.11
PL
172
96.02
PL
173
96.10
PL
174
95.96
FT
175
95.79
FT
176
95.75
FT
177
95.79
RE
178
95.92
RE
179
95.85
RE
180
95.75
RE
181
95.74
CW
182
95.36
CW
183
95.92
GET
184
95.92
GET
185
95.96
EB
186
96.02
EB 187
96.13
EB
188
96.05
DP
189
96.07
DP
190
98.50
MUTARI
191
95.95
MUTARI
192
95.72
FT
193
95.69
FT
194
95.67
FT
195
95.55
FT
196
95.59
FT
197
95.62
FT
198
95.54
B_STOP
199
95.57
B_STOP
200
95.55
B_STOP
201
95.61
SCH
202
95.59
SCH
203
95.59
SCH
M3
96.21
--------
M4
96.21
--------
204
95.50
SCH
205
95.51
SCH
206
95.49
SCH
207
95.77
TR
208
95.31
TR
209
95.54
LP
210
96.51
LP
211
95.10
TR
212
95.15
TR
213
95.35
TR
214
95.57
TR
215
95.66
TR
216
95.62
EB
217
95.65
EB
218
96.22
--------
219
95.79
WALL
220
95.75
WALL
221
95.81
WALL
222
95.90
WALL
223
95.72
WALL
224
96.07
WALL
225
95.73
BRIDE
226
95.80
BRIDE
227
96.26
BRIDE
228
96.77
BRIDE
229
94.69
CW
230
95.41
CW
231
95.07
CW
232
92.59
NB
233
95.97
MH
234
95.47
TOILET
235
95.91
TOILET
236
95.97
TOILET
237
95.56
WALL
238
95.53
WALL
239
95.84
WALL
240
95.55
CH
241
95.56
CH
242
95.56
CH
243
97.72
STR
244
94.39
W_PAIPE
245
96.44
SHED
246
96.04
SHED
247
95.94
SHED
248
94.51
STR
249
94.87
STR
251
95.75
LP
M5
95.74
--------
252
97.62
STR
253
98.06
STR
254
98.54
STR
255
97.52
SHED
256
96.90
SHED
257
95.51
FT
258
95.53
FT
259
95.61
TR
260
95.73
--------
261
96.00
BRIDE
262
95.93
BRIDE
263
96.01
BRIDE
264
96.11
BRIDE
265
96.14
BRIDE
266
96.49
BRIDE 267
96.06
BRIDE
268
95.80
W_PAIPE
269
95.10
PL
270
95.12
PL
271
92.76
NB
272
92.69
NB
273
95.32
CW
274
94.67
CW
275
96.17
CW
276
97.25
LP
277
95.85
LP
280
95.22
EB281
95.65
EB
291
95.64
CH
292
95.67
CH
293
95.65
CH
298
94.78
CH
299
94.80
CH
300
94.80
CH
302
95.67
FT
303
95.81
FT
304
95.79
FT
316
95.19
EB
322
94.94
SHED
323
94.85
SHED
324
94.87
RE
325
95.55
RE_CC
326
95.50
CC
327
95.59
CH
328
95.57
CH
329
95.58
CH
330
95.74
RE
331
95.68
CH
332
95.66
CH
333
95.66
CH
334
95.53
CH
335
95.50
CH
336
95.51
CH
337
95.49
FT
338
95.45
FT
342
95.62
CW
343
94.09
STR
344
94.54
STR
ATHARV
HOSPITAL
ANKIT
KASTURBA
HOSING SOCIETY
A
K
H
I
L
V
I
S
H
R
A
N
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A
D
I
M
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A
S
O
B
A
P
R
A
T
I
S
H
T
H
A
N
STR
DARBAR
MAHARASHTRIAN
STR
STR
CHAITANYA
NARSING
HOME
TOILET
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STR
MOTORS
RAJ
SHED
SHED
SHED
PMPML BUS STOP
TOILET
ACADEMY
BUS STOP
KANIKA
ARTS
SALON &
PERSONA
J
M
P
R
O
P
E
R
DSC
1
100.15
--------
M15
99.35
--------
M16
99.05
--------
2
99.35
--------
3
98.52
DWD
4
98.53
DWD
5
98.28
RE
6
98.03
FT
7
98.00
FT
8
98.01
RNG_ROAD
9
98.15
RNG_ROAD
10
98.22
RE_FT
11
98.29
FT
12
98.02
FT
13
98.15
FT
14
97.82
RE_FT
15
97.84
FT
16
97.82
RE
17
97.42
FT_RE
18
97.44
FT_RE
19
99.73
STR
20
98.04
STR
21
98.11
STR
22
98.37
STR
23
98.81
STR
24
98.81
STR
25
98.86
STR
26
98.63
STR
27
98.61
STR
28
98.33
STR
29
98.36
STR
30
103.27
STR
31
98.14
LP
32
98.39
TR
33
98.18
BUS_STOP
34
98.17
BUS_STOP
35
98.20
BUS_STOP
36
97.69
TR
37
98.24
EB
38
98.23
EB
39
98.26
EB
40
99.10
LP
41
98.85
LP
43
99.80
STR
44
99.52
STR
45
98.78
STR
46
98.56
STR
47
98.08
STR
48
98.34
STR
49
98.30
STR
50
98.83
STR
51
98.67
STR
52
98.63
TEMPAL
53
98.44
TEMPAL
54
98.37
TEMPAL
55
98.35
SHED
M17
98.05
--------
56
97.80
TR
57
98.34
TR
58
97.77
DWD
59
97.78
DWD
60
97.78
DWD
61
97.94
DWD
62
97.92
DWD
63
97.94
DWD
66
97.54
RE_FT
67
97.67
RE_FT
68
97.24
FT
69
97.21
RNG_ROAD
70
97.30
RNG_ROAD
71
97.32
FT
72
97.28
RE
73
97.22
RE
74
97.34
SHED
75
97.45
SHED
76
97.28
SHED
77
97.66
LP
78
97.38
TR
79
97.03
LP
92
98.25
LP
94
97.48
FT
95
97.05
RNG_ROAD
96
97.04
RNG_ROAD
97
97.12
FT
98
97.29
SCH
99
97.20
SCH
100
97.22
SCH
101
97.20
MH
102
97.26
MH
104
97.22
SHED
105
97.20
SHED
106
97.01
SHED
125
96.35
FT
VASTRAM
M
UKESH
GENERAL
STORES
SAINATH
TAILORS
RENUKA
S
H
R
I
N
G
A
R
PANCHAM
SILVER GOLD
RAHUL
TRADERS
CLINIC
SEJAL COLLECTION
J.P.SERVICE CENTER
NEW
POONA BAKERY
STR
AJMERA BORA
MAHALAXMI
TEMPLE ASOCIAT
S
&
K
CHICKEN
NEW
BISMILLAH
CHICKEN
DARVEYS
CHICKEN
VISHAL
GAS
M15
M16
M17
M1
M2
M3
M4
M5
NA
LA
NA
LA
FOOT OVER BRIDGE
8
PUNE MUNICIPAL CORPORATION
SHIVAJINAGAR, PUNE – 411 005, MAHARASHTRA
Tel: 020-25501000, Fax: 020-25501203
Website: www.punecorporation.org
DPR PREPARED BY
M/S. CREATIONS ENGINEERS PVT. LTD.
5, STAFF COLONY, SECTOR -27,
PCNT, NIGADI – 411044
info@creations-pune.com
M/S. PRITAM ENTERPRISES
ENGINEERS & CONSULTANTS
D-101, YASHODHAN SOCIETY,
NEAR VIIT COLLEGE, KONDHWA (BK),
PUNE - 411048
9112213921 pe.pune2017@gmail.com

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Vishrantwadi & Ghorpadi GAD-Tender docss

  • 1. PUNE MUNICIPAL CORPORATION SHIVAJINAGAR, PUNE – 411 005, MAHARASHTRA Tel: 020-25501000, Fax: 020-25501203 Website: www.punecorporation.org PROJECTS DEPARTMENT DESIGN AND CONSTRUCTION OF RAIL OVER BRIDGE ON PUNE-MIRAJ RAILWAY LINE IN LIEU OF LC GATE NO. 586 (ROB - I) AT GHORPADI, PUNE AND CONSTRUCTION OF FLYOVER AND GRADE SEPARATOR IN MUKUNDRAO AMBEDKAR JUNCTION, VISHRANTWADI, PUNE. TENDER NO. - _____/2023-24 VOLUME III - DRAWINGS LUMP SUM TENDER ON CONTRACTOR’S DESIGN
  • 2. DRAWING NO.:- PE/PMC/ROBI/01 DATE - 8/09/2023 SIZE - A1 REVISION - R0 DRAWN BY CHECKED BY APPROVED BY GENERAL ARRANGEMENT DRAWING CONSULTANT:- TITLE:- CLIENT:- PRITAM ENTERPRISES PROJECT:- DESIGN AND CONSTRUCTION OF ROB ON PUNE MIRAJ RAILWAY LINE (ROB I) AT GHORPADI, PUNE SCALE - AS SHOWN APM YD YD PUNE MUNICIPAL CORPORATION PUNE 411 005 Email ceproject @pune corporation.org ENGINEERS AND CONSULTANTS PUNE 411 048 Email - pe.pune2017@gmail.com Ph. +91 9112213921 SHEET 1 OF 3 MH MH RAILWAY COMPOUND WALL PLAN OF ROB C H 0 + 0 0 0 C H 0 + 1 0 0 C H 0 + 2 0 0 C H 0 + 3 0 0 C H 0 + 5 0 0 C H 0 + 6 8 4 .1 0 1 C H 0 + 0 0 0 C H 0 + 1 0 0 C H 0 + 2 0 0 C H 0 + 3 0 0 C H 0 + 5 0 0 C H 0 + 6 8 4 .1 0 1 C H 0 + 4 0 0 B H - 0 4 BH-05 UP UP 45.0°m (Skew Angle) B H - 0 1 B H - 0 2 B H - 0 3 LEVEL 555 560 565 570 575 580 585 590 595 600 E.J E.J E.J RT 555.630 TO KOREGAON PARK TO PUNE STATION E.J E.J E.J LEVEL DATUM 545.000 FINISHED ROAD LEVELS @ PROPOSED CENTER LINE GROUND LEVEL BELOW PROPOSED CENTRELINE HORIZONTAL GEOMETRY CHAINAGE 557.417 557.398 557.415 557.422 557.382 557.364 557.652 557.986 558.319 558.652 558.986 559.319 559.652 559.986 560.319 560.652 560.986 561.319 561.643 561.921 562.171 562.421 562.671 562.921 563.171 563.421 563.671 563.921 564.171 564.396 564.571 564.696 564.771 564.796 564.796 564.796 564.800 564.800 564.800 564.800 564.800 564.800 564.768 564.640 564.414 564.090 563.667 563.179 562.689 562.200 561.710 561.220 560.730 560.240 559.750 559.260 558.770 558.280 557.790 557.301 556.811 556.321 555.831 555.356 554.962 554.655 554.435 554.287 554.147 554.087 557.505 557.486 557.503 557.510 557.470 557.459 557.396 557.349 557.124 556.876 556.675 557.024 557.544 557.669 556.466 556.402 556.296 556.276 556.150 556.065 556.039 555.602 555.830 555.735 555.718 555.577 555.560 555.545 555.141 555.063 554.991 555.044 555.070 554.714 552.371 552.927 553.564 554.690 555.598 554.599 556.011 556.003 552.835 553.955 554.156 554.126 554.091 554.022 554.032 554.045 554.022 554.669 554.412 554.078 555.311 556.479 556.146 556.645 556.172 556.330 555.944 553.885 553.935 554.099 554.229 554.102 554.321 554.294 553.941 553.660 L=65.765 R:56.000 Lc:36.754 L=51.294 R:1200.000 Lc:14.209 L=65.231 R:135.000 Lc:39.194 L=8.815 R:100.000 Lc:31.316 L=12.668 R:60.000 Lc:31.583 L=149.499 R:283.250 Lc:92.464 L=55.902 R:283.750 Lc:25.586 L=3.984 0000 0010 0020 0030 0040 0050 0060 0070 0080 0090 0100 0110 0120 0130 0140 0150 0160 0170 0180 0190 0200 0210 0220 0230 0240 0250 0260 0270 0280 0290 0300 0310 0320 0330 0340 0350 0360 0370 0380 0390 0400 0410 0420 0430 0440 0450 0460 0470 0480 0490 0500 0510 0520 0530 0540 0550 0560 0570 0580 0590 0600 0610 0620 0630 0640 0650 0660 0670 0680 0684.265 550 L=149.499 L-SECTION TYPICAL CROSS SECTION AT INTERMEDIATE DIAPHRAGM PLAN AT TOP OF PIER CAP TYPICAL CROSS SECTION AT END DIAPHRAGM APPROACH CROSS SECTION AT APPROACH PORTION ELEVATION AT EXPANSION JOINT PIER (SCALE-1:75) ELEVATION AT DECK CONTUINITY PIER (SCALE-1:75) Page 1
  • 3. DRAWING NO.:- PE/PMC/ROBI/01 DATE - 8/09/2023 SIZE - A2 REVISION - R0 DRAWN BY CHECKED BY APPROVED BY GENERAL ARRANGEMENT DRAWING CONSULTANT:- TITLE:- CLIENT:- PRITAM ENTERPRISES PROJECT:- DESIGN AND CONSTRUCTION OF ROB ON PUNE MIRAJ RAILWAY LINE (ROB I) AT GHORPADI, PUNE SCALE - AS SHOWN APM YD YD ENGINEERS AND CONSULTANTS PUNE 411 048 Email - pe.pune2017@gmail.com Ph. +91 9112213921 SHEET 2 OF 3 0.0 2.6-7 PUNE MUNICIPAL CORPORATION PUNE 411 005 Email ceproject @pune corporation.org · · · · · · · · · · · · · · ° BH-05 UP UP 45.0°m (Skew Angle ) BH-04 45.0°m (Skew Angle) ELEVATION OF FLYOVER @ A-A HALF PLAN AT TOP HALF PLAN AT BOTTOM 564.674 564.739 564.780 564.799 564.800 564.800 564.800 564.800 564.800 564.800 564.768 564.640 564.414 555.070 554.714 552.371 552.927 553.564 554.690 555.598 554.599 556.011 556.003 552.835 553.955 554.156 0320 0330 0340 0350 0360 0370 0380 0390 0400 0410 0420 0430 0440 TYPICAL CROSS SECTION FOR RAILWAY PORTION A PLAN AT TOP OF PIER CAP DETAILS - A DUCT FOR UTILITY LINES Page 2
  • 4. DRAWING NO.:- PE/PMC/ROBI/01 DATE - 8/09/2023 SIZE - A2 REVISION - R0 DRAWN BY CHECKED BY APPROVED BY GENERAL ARRANGEMENT DRAWING CONSULTANT:- TITLE:- CLIENT:- PRITAM ENTERPRISES PROJECT:- DESIGN AND CONSTRUCTION OF ROB ON PUNE MIRAJ RAILWAY LINE (ROB I) AT GHORPADI, PUNE SCALE - AS SHOWN APM YD YD ENGINEERS AND CONSULTANTS PUNE 411 048 Email - pe.pune2017@gmail.com Ph. +91 9112213921 SHEET 3 OF 3 PUNE MUNICIPAL CORPORATION PUNE 411 005 Email ceproject @pune corporation.org HALF PLAN AT DECK LEVEL PLAN HALF PLAN AT MID HEIGHT CROSS SECTION OF GIRDER AT MID SECTION CENTRAL GIRDER END GIRDER CROSS SECTION OF GIRDER AT END CENTRAL GIRDER END GIRDER ELEVATION OF THE GIRDER Page 3
  • 5. DRAWING NO.:- PE/PMC/ROBI/01 DATE - 8/09/2023 SIZE - A2 REVISION - R0 DRAWN BY CHECKED BY APPROVED BY DETAILS OF VISION BARRIER CONSULTANT:- TITLE:- CLIENT:- PRITAM ENTERPRISES PROJECT:- DESIGN AND CONSTRUCTION OF ROB ON PUNE MIRAJ RAILWAY LINE (ROB I) AT GHORPADI, PUNE SCALE - AS SHOWN APM YD YD ENGINEERS AND CONSULTANTS PUNE 411 048 Email - pe.pune2017@gmail.com Ph. +91 9112213921 SHEET 3 OF 3 PUNE MUNICIPAL CORPORATION PUNE 411 005 Email ceproject @pune corporation.org ELEVATION 1500 1500 1500 2400 Square Pipe 75X75X6 At. 1.50 m C/C Square Pipe 50X50X4 HDPE Sheet - 6 mm Thick (Blue and White Colour) RCC Crash Barrier 3 D VIEW TYPICAL CROSS SECTION 1200 2400 Square Pipe 75X75X6 At. 1.50 m C/C 3 No. - Square Pipe 50X50X4 150X150X10 mm Base Plate Page 4
  • 6. NOTE 1. ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED. 2. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. GRADE OF CEMENT CONCRETE:- · LEVELING COURSE (P.C.C.) - M15 · RAFT, WALLS, SLAB, - M30 · APPROACH SLAB - M30 · CRASH BARRIER - M40 4. TMT REINFORCEMENT SHALL CONFIRM TO IS 1786-2008 WITH FE 500D. 5. CLEAR COVER:- · RCC RETAINING WALL RAFT - 75mm. · RCC RETAINING WALL STEM TOWARDS SOIL - 75mm. · RCC RETAINING WALL STEM AWAY FROM SOIL - 50mm. 6. AGGREGATE SIZE SHALL BE 20mm & DOWNGRADED AS PER M.O.R.T.H. SPECIFICATION. 7. 100mm DIA P.V.C. PIPE WEEP HOLES SHALL BE PROVIDED @ 1.0 m C/C. HORIZONTALLY & 1.0 m C/C VERTICALLY IN ABUTMENT AND RETAINING WALLS. 8. 600 mm THICK FILTER MEDIA SHALL BE PROVIDED BEHIND WALLS AS PER MORTH. 9. MINIMUM SBC REQUIRED IS 40.0T/m². 10. THE BACK FILL MATERIAL FOR ABUTMENT SHALL BE GRANULAR MATERIAL HAVING FOLLOWING PROPERTIES A. ANGEL OF INTERNAL FRICTION - 30° B. ANGEL OF WALL FRICTION - 20° C. COHESION - 0 D. DRY DENSITY OF SOIL - 2T/m³ DRAWING NO.:- PE/PMC/ROBI/02 DATE - 8/09/2023 SIZE - A2 REVISION - R0 DRAWN BY CHECKED BY APPROVED BY GENERAL ARRANGEMENT DRAWING CONSULTANT:- TITLE:- CLIENT:- PRITAM ENTERPRISES PROJECT:- DESIGN AND CONSTRUCTION OF ROB ON PUNE MIRAJ RAILWAY LINE (ROB I) AT GHORPADI, PUNE SCALE - AS SHOWN APM YD YD ENGINEERS AND CONSULTANTS PUNE 411 048 Email - pe.pune2017@gmail.com Ph. +91 9112213921 SHEET 3 OF 3 PUNE MUNICIPAL CORPORATION PUNE 411 005 Email ceproject @pune corporation.org SECTION X-X PIER ABUTMENT ABUTMENT 100 mm THK. PCC M15 600 mm FILTR MEDIA APPROACH SLAB PCC M15 WEEP HOLE 100 DIA RIDING RETURN A PIER HALF PLAN AT BOTTOM HALF PLAN AT TOP X X X X DETAILS A SECTION Y-Y G L Page 5
  • 7. KEY PLAN L- SECTION OF GRADE SEPERATOR - ALANDI TO LOHEGAON L- SECTION OF GRADE SEPERATOR FROM ALANDI TO LOHEGAON L- SECTION OF FLYOVER - ALANDI TO LOHEGAON PLAN SCALE 1: 1800 PLAN SCALE 1: 1800 PLAN SCALE 1: 1800 TM ENGINEERS PVT. LTD. PROJECT MANAGEMENT CONSULTANT STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS NAME OF PROJECT:- DRAWING TITLE:- REV. DATE DSCRIPTION 14/09/23 R0 PROPOSED FLYOVER AND GRADE SEPARATOR AT VISHRANTWADI JUNCTION. PUNE MUNICIPAL CLIENT:- CORPORATON PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02 GENERAL ARRANGEMENT DRAWING DRAWN BY APPROVED BY DAW PG JL CHECKED BY DATE:14/09/23 SIZE:A2 SCALE:AS SHOWN REV. : R0 TENDER DRAWING 1 2 3 4 5 6 7 8 9 10 11 12 I H G F E D C B A J I H G F E D C B A J 1 2 3 4 5 6 7 8 9 10 11 12 Proposed Road Top Lvl. Proposed GS Top Lvl. Existing Ground Level Chainage Existing Ground Level Proposed Road Top Lvl. 546 548 550 1:25.00 Horizontal Proposed GS Top Lvl. Proposed Flyover Top Lvl. 5.50 6.10 7.45 549.086 549.216 549.625 550.034 550.434 550.834 551.234 551.634 552.034 552.434 552.834 553.234 553.634 554.034 554.434 554.834 555.234 555.634 556.034 556.434 556.834 557.234 557.634 558.034 558.434 558.834 559.234 559.634 560.034 560.334 560.434 560.434 560.434 560.434 560.434 560.334 560.038 548.963 549.176 549.389 549.614 549.862 550.122 550.382 550.641 550.894 551.096 551.290 551.485 551.679 551.864 552.029 552.184 552.339 552.494 552.649 552.805 552.960 553.115 553.270 553.365 553.337 553.249 553.161 553.072 552.995 552.984 552.984 552.984 552.984 552.984 552.984 552.984 552.951 552.853 552.722 552.592 552.461 552.316 552.107 551.832 551.494 551.141 550.788 550.436 550.094 549.816 549.608 549.470 549.402 549.360 549.318 549.277 549.235 549.193 549.151 549.119 549.123 549.136 549.150 549.163 549.177 549.183 549.160 549.105 549.035 548.965 548.894 548.824 548.754 548.684 551.290 551.470 551.562 551.463 551.210 550.876 550.543 550.210 549.876 549.543 549.210 548.876 548.543 548.210 547.876 547.543 547.225 547.002 546.892 546.876 546.876 546.876 546.876 546.876 546.876 546.876 546.939 547.106 547.377 547.7107 548.043 548.377 548.710 549.043 549.377 549.656 549.827 549.890 549.844 549.728 549.611 548.298 548.665 548.963 549.141 549.314 549.602 550.020 550.224 550.391 550.578 550.901 551.132 551.232 551.386 551.557 551.874 552.078 552.216 552.291 552.440 552.631 552.818 553.049 553.168 553.290 553.425 553.526 553.615 553.650 553.549 553.377 553.255 553.155 553.079 553.029 553.006 552.995 552.897 549.404 549.358 549.334 549.276 549.128 549.130 549.121 549.075 549.110 549.389 549.735 549.521 549.328 549.297 549.266 549.092 548.808 548.824 548.856 548.822 548.791 548.763 548.684 548.694 548.535 548.676 548.707 548.742 554 556 558 560 562 552 566 564 559.634 550.834 550.434 550.059 549.734 549.458 549.234 6.08 -1:25.00 559.234 558.834 558.434 558.034 557.634 557.234 556.834 556.434 556.034 555.634 555.234 554.834 554.434 554.034 553.634 553.234 552.834 552.434 552.034 551.634 551.234 553.000 552.853 552.722 552.591 552.461 552.312 552.000 551.828 551.494 551.273 550.886 550.436 550.193 549.667 549.475 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 430.00 440.00 450.00 460.00 470.00 480.00 490.00 500.00 510.00 520.00 530.00 540.00 550.00 560.00 570.00 580.00 590.00 600.00 610.00 620.00 630.00 640.00 650.00 660.00 670.00 680.00 690.00 700.00 710.00 720.00 730.00 740.00 750.00 760.00 770.00 780.00 790.00 800.00 1:23.93 1:74.47 -1:30.00 -Horizontal 1:30.00 -1:100.62 CULVERT 26.88 TOWARDS ALANDI TOWARDS LOHEGAON Proposed Road Top Lvl. Existing Ground Level Existing Ground Level Proposed Road Top Lvl. 5.50 Proposed GS Top Lvl. Chainage Proposed GS Top Lvl. 542.000 NALA BED 552.984 552.984 552.970 552.873 552.762 552.623 552.318 551.986 551.653 551.323 551.069 550.926 550.863 550.803 550.743 550.682 550.596 550.367 549.982 549.455 548.902 546.876 546.876 546.865 546.765 546.654 546.543 546.540 546.650 547.098 547.432 547.765 548.098 548.431 548.764 549.098 549.431 549.755 549.914 549.800 549.400 548.298 548.665 548.963 549.141 549.314 549.602 550.020 550.224 550.391 550.578 550.901 551.132 551.232 551.386 551.557 551.874 552.078 552.216 552.291 552.440 552.631 552.818 553.049 553.168 553.290 553.425 553.526 553.615 553.650 553.549 553.367 553.217 553.066 552.913 552.710 552.462 552.210 551.957 551.696 551.431 551.165 551.008 550.984 550.969 550.951 550.929 550.919 550.899 550.562 549.899 549.400 548.902 548.404 547.989 547.749 547.629 542 544 546 548 550 540 552 554 556 558 560 547.236 CULVERT TOP SWD Invert Lvl. 545.222 545.199 545.177 545.154 545.132 545.109 545.087 545.064 545.042 545.019 544.997 544.974 544.952 544.929 544.907 544.884 544.862 544.839 544.817 544.794 544.772 544.749 544.727 544.704 544.682 544.659 544.637 544.614 544.592 544.569 544.547 544.524 544.502 544.479 544.457 544.434 6.10 6.08 551.290 551.470 551.562 551.463 551.210 550.876 550.543 550.210 549.876 549.543 549.210 548.876 548.543 548.210 547.876 547.543 547.225 547.002 546.892 1:58.52 -1:30.01 -1:3332902.81-1:90.00 1:30.01 -1:19.13 Horizontal -1:90.00 -1:30.08 -1:165.92 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 430.00 440.00 450.00 460.00 470.00 480.00 490.00 500.00 510.00 520.00 530.00 540.00 550.00 560.00 570.00 CULVERT 580.00 590.00 600.00 610.00 620.00 630.00 640.00 650.00 660.00 670.00 680.00 690.00 700.00 710.00 720.00 TOWARDS ALANDI TOWARDS PUNE NORTH SHED TOILET TAPRI T I N C O M P O U N D STR MOTORS RAJ SAHAKARI BANK LTD. BHAGINI NIVEDITA G A R G P E D H I DEEPA APARTMENT T R IB H U W A N P .M .P . T IN G R E N A G A R S A M P L E L IB E R T Y C H I N T A M A N I H E I G H T S S H I V S A N S K R U T I M E D I A C E N T E R STR STR H O T E L V IS H R A N T I S T R TOILET ACADEMY SALON & PERSONA STR POULTRY FARM APEKSHA J M P R O P E R T I E S K I R A N A S T O R E RESTAURANT SRUSHTI GARDEN PLAZA NAVRANG KRUPA SHREE SAI PETROL PUMP STR CORNER HINDUSTAN ARCHID KESARIYAJI TRADING COMPANY JULI HOME DECOR MADHUR ABHIRUCHI STR <-- -SH RA MI K VA SA HA T TOILET TAPRI S U R B H I C O M P L E X B H A IR A V N A G A R R O A D -- -- > SHED SHED PREVIOUS DP 5.18 35.05 35.01 2.40 3.22 44.64 A' 8.40 T O A L A N D I T O D H A N O R I T O P U N E TO LOHEGAON A B' B C' C D D' E E' G' G AB1 NORTH A B 2 P 1 0 P 9 P 8 P 7 P 6 P 5 P2 P1 P3 P4 FLYOVER RAMP START GRADE SEPERATOR RAMP START @ CH. 0/120 O P E N G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R E N D BOX GRADE SEPERATOR START OPEN GRADE SEPERATOR END BOX GRADE SEPERATOR END FLYOVER RAMP END F L Y O V E R R A M P E N D @ CH. 0/305 @ C H 0 / 3 7 0 @ C H . 0 / 5 2 0 @ CH. 0/026.88 @ CH. 0/227.55 @ CH. 0/360 @ CH .0/500 @ C H . 0 / 5 1 8 F L Y O V E R R A M P E N D @ C H . 0 / 6 6 2 . 6 1 CH.0/400 CH.0/000 CH.0/100 CH.0/200 CH.0/300 C H .0 /4 0 0 C H . 0 / 5 0 0 C H . 0 / 6 0 0 CH .0/7 00 CH.1/500 CH.0/540 6.00 5.00 4.00 3.00 2.00 1.00 8.00 7.00 9.00 10.00 11.00 13.00 12.00 DEPTH (M)0.00 THICKNESS OF LAYER LOG BH @ CH. 0/150 3.00 1.50 FILED UP SOIL GRAY HIGHLY WEATHERED AMYGDALOIDAL BASALT GRAY MODERATELY WEATHERED TO FRESH AMYGDALOIDAL BASALT 13.50 6.00 5.00 4.00 3.00 2.00 1.00 8.00 7.00 9.00 10.00 DEPTH (M)0.00 THICKNESS OF LAYER LOG BH @ CH. 0/340 GRAY COMPLETELY WEATHERED ROCK 6.00 5.00 4.00 3.00 2.00 1.00 8.00 7.00 9.00 10.00 11.00 12.00 DEPTH (M)0.00 THICKNESS OF LAYER LOG BH @ CH. 0/440 10.50 1.70 1.30 7.50 1.70 2.80 7.50 6.00 5.00 4.00 3.00 2.00 1.00 8.00 7.00 9.00 10.00 DEPTH (M)0.00 THICKNESS OF LAYER LOG BH @ CH. 0/530 1.80 1.20 LEGEND :-- BORE LOG DETAILS LEGEND :-- 9000 FLYOVER 8000 GRADE SEPARATOR 500 500 8000 500 500 7000 GRADE SEPARATOR 1m - 2.5m NORTH SHED TOILET TAPRI TIN COM POUND STR MOTORS RAJ L I B E R T Y M EDIA CENTER TOILET ACADEMY SALON & PERSONA J M PRO PERTIES IRANA STO RE STR SHED SHED PREVIOUS DP 5 . 1 8 3 5 . 0 5 3 5 . 0 1 2 . 4 0 3 . 2 2 4 4 . 6 4 A' 8 . 4 0 TO ALANDI TO DHANORI T O P U N E TO LOHEGAON A B' B C' C D D' E E' G ' G A B 1 NORTH A B 2 P 1 0 P 9 P 8 P 7 P 6 P 5 P 2 P 1 P 3 P 4 F L Y O V E R R A M P S T A R T G R A D E S E P E R A T O R R A M P S T A R T @ C H . 0 / 1 2 0 O P E N G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R S T A R T OPEN GRADE SEPERATOR END BOX GRADE SEPERATOR END F L Y O V E R R A M P E N D F L Y O V E R R A M P E N D @ C H . 0 / 3 0 5 @ C H 0 / 3 7 0 @ C H . 0 / 5 2 0 @ C H . 0 / 0 2 6 . 8 8 @ C H . 0 / 2 2 7 . 5 5 @ CH. 0/360 @ C H . 0 / 5 1 8 F L Y O V E R R A M P E N D @ C H . 0 / 6 6 2 . 6 1 C H . 0 / 4 0 0 C H . 0 / 0 0 0 C H . 0 / 1 0 0 C H . 0 / 2 0 0 C H . 0 / 3 0 0 C H . 0 / 4 0 0 C H . 0 / 5 0 0 C H . 0 / 6 0 0 C H . 0 / 7 0 0 CH.1/500 CH.0/540 S H E D S H E D S H E D P R E V I O U S D P 5.18 35.05 35.01 2.40 3.22 44.64 A ' 8.4 0 TO ALANDI T O D H A N O R I TO PUNE A B ' B C ' C E E ' G ' G AB1 N O R T H A B 2 P 1 0 P 9 P 8 P7 P6 P5 P2 P 1 P3 P4 FL YO VE R R AM P ST AR T GR AD E SE PE RA TO R RA MP ST AR T @ CH . 0/1 20 O P E N G R A D E B O X G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R S T A R T O P E N G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R E N D FLY OVE R RAM P END F L Y O V E R R A M P E N D @ C H . 0 /3 0 5 @ C H 0 / 3 7 0 @ C H . 0/ 02 6. 88 @ CH. 0/22 7.55 @ C H . 0 /3 6 0 @ C H .0 /5 0 0 @ C H . 0 / 5 1 8 CH.0/400 CH .0/ 00 0 CH .0/ 10 0 CH.0 /200 CH.0/ 300 C H . 0 / 4 0 0 C H . 0 / 5 0 0 C H .1 /5 0 0 C H .0 /5 4 0 Proposed Road Top Lvl. Proposed GS Top Lvl. Existing Ground Level Chainage Existing Ground Level Proposed Road Top Lvl. Proposed Flyover Top Lvl. 546 548 550 Proposed GS Top Lvl. 5.50 6.10 7.45 549.086 549.216 549.625 550.034 550.434 550.834 551.234 551.634 552.034 552.434 552.834 553.234 553.634 554.034 554.434 554.834 555.234 555.634 556.034 556.434 556.834 557.234 557.634 558.034 558.434 558.834 559.234 559.634 560.034 560.334 560.434 560.434 560.434 560.434 560.434 560.334 560.038 548.963 549.176 549.389 549.614 549.862 550.122 550.382 550.641 550.894 551.096 551.290 551.485 551.679 551.864 552.029 552.184 552.339 552.494 552.649 552.805 552.960 553.115 553.270 553.365 553.337 553.249 553.161 553.072 552.995 552.984 552.984 552.984 552.984 552.984 552.984 552.984 552.951 552.853 552.722 552.592 552.461 552.316 552.107 551.832 551.494 551.141 550.788 550.436 550.094 549.816 549.608 549.470 549.402 549.360 549.318 549.277 549.235 549.193 549.151 549.119 549.123 549.136 549.150 549.163 549.177 549.183 549.160 549.105 549.035 548.965 548.894 548.824 548.754 548.684 551.290 551.470 551.562 551.463 551.210 550.876 550.543 550.210 549.876 549.543 549.210 548.876 548.543 548.210 547.876 547.543 547.225 547.002 546.892 546.876 546.876 546.876 546.876 546.876 546.876 546.876 546.939 547.106 547.377 547.7107 548.043 548.377 548.710 549.043 549.377 549.656 549.827 549.890 549.844 549.728 549.611 548.298 548.665 548.963 549.141 549.314 549.602 550.020 550.224 550.391 550.578 550.901 551.132 551.232 551.386 551.557 551.874 552.078 552.216 552.291 552.440 552.631 552.818 553.049 553.168 553.290 553.425 553.526 553.615 553.650 553.549 553.377 553.255 553.155 553.079 553.029 553.006 552.995 552.897 549.404 549.358 549.334 549.276 549.128 549.130 549.121 549.075 549.110 549.389 549.735 549.521 549.328 549.297 549.266 549.092 548.808 548.824 548.856 548.822 548.791 548.763 548.684 548.694 548.535 548.676 548.707 548.742 554 556 558 560 562 552 564 559.634 550.834 550.434 550.059 549.734 549.458 549.234 6.08 559.234 558.834 558.434 558.034 557.634 557.234 556.834 556.434 556.034 555.634 555.234 554.834 554.434 554.034 553.634 553.234 552.834 552.434 552.034 551.634 551.234 553.000 552.853 552.722 552.591 552.461 552.312 552.000 551.828 551.494 551.273 550.886 550.436 550.193 549.667 549.475 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 430.00 440.00 450.00 460.00 470.00 480.00 490.00 500.00 510.00 520.00 530.00 540.00 550.00 560.00 570.00 580.00 590.00 600.00 610.00 620.00 630.00 640.00 650.00 660.00 670.00 680.00 690.00 700.00 710.00 720.00 730.00 740.00 750.00 760.00 770.00 780.00 790.00 800.00 1:23.93 1:25.00 Horizontal 1:74.47 -1:30.00 -Horizontal 1:30.00 -1:100.62 CULVERT 26.88 -1:25.00 TOWARDS ALANDI TOWARDS LOHEGAON NORTH SHED TOILET TAPRI TIN COM POUND STR MOTORS RAJ RG PEDHI L I B E R T Y CHINTAM ANI HEIG HTS SHIVSANSKRUTI M EDIA CENTER STR STR TOILET ACADEMY SALON & PERSONA J M PRO PERTIES RANA STO RE RESTAURANT SRUSHTI GARDEN STR SHED SHED PREVIOUS DP 5 . 1 8 3 5 . 0 5 3 5 . 0 1 2 . 4 0 3 . 2 2 4 4 . 6 4 A' 8 . 4 0 TO ALANDI TO DHANORI T O P U N E TO LOHEGAON A B' B C' C D D' E E' G ' G A B 1 A B 2 P 1 0 P 9 P 8 P 7 P 6 P 5 P 2 P 1 P 3 P 4 F L Y O V E R R A M P S T A R T G R A D E S E P E R A T O R R A M P S T A R T @ C H . 0 / 1 2 0 O P E N G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R E N D B O X G R A D E S E P E R A T O R S T A R T BOX GRADE SEPERATOR END F L Y O V E R R A M P E N D F L Y O V E R R A M P E N D @ C H . 0 / 3 0 5 @ C H 0 / 3 7 0 @ C H . 0 / 5 2 0 @ C H . 0 / 0 2 6 . 8 8 @ C H . 0 / 2 2 7 . 5 5 @ CH. 0/360 @ C H . 0 / 5 1 8 F L Y O V E R R A M P E N D @ C H . 0 / 6 6 2 . 6 1 C H . 0 / 4 0 0 C H . 0 / 0 0 0 C H . 0 / 1 0 0 C H . 0 / 2 0 0 C H . 0 / 3 0 0 C H . 0 / 4 0 0 C H . 0 / 5 0 0 C H . 0 / 6 0 0 C H . 0 / 7 0 0 CH.1/500 CH.0/540 6
  • 8. FINGER TYPE (CANTILEVER TOOTHED) JOINT TM ENGINEERS PVT. LTD. PROJECT MANAGEMENT CONSULTANT STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS NAME OF PROJECT:- DRAWING TITLE:- REV. DATE DSCRIPTION 14/09/23 R0 PROPOSED FLYOVER AND GRADE SEPARATOR AT VISHRANTWADI JUNCTION. PUNE MUNICIPAL CLIENT:- CORPORATON PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02 TYPICAL SECTIONS AND DETAILS DRAWN BY APPROVED BY DAW PG JL CHECKED BY DATE:14/09/23 SIZE:A2 SCALE:AS SHOWN REV. : R0 TENDER DRAWING 1 2 3 4 5 6 7 8 9 10 11 12 I H G F E D C B A J I H G F E D C B A J 1 2 3 4 5 6 7 8 9 10 11 12 TOWARDS ALANDI 542 544 546 548 550 Proposed Road Top Lvl. Proposed GS Top Lvl. Existing Ground Level Chainage Existing Ground Level TOWARDS LOHEGAON Proposed Road Top Lvl. 7.45 549.086 549.216 549.625 550.034 550.434 550.834 551.234 551.634 552.034 552.434 552.834 553.234 553.634 554.034 554.434 554.834 555.234 555.634 556.034 556.434 556.834 557.234 557.634 558.034 558.434 558.834 559.234 559.634 560.034 560.334 560.434 560.434 560.434 560.434 560.434 560.334 560.038 548.963 549.176 549.389 549.614 549.862 550.122 550.382 550.641 550.894 551.096 551.290 551.485 551.679 551.864 552.029 552.184 552.339 552.494 552.649 552.805 552.960 553.115 553.270 553.365 553.337 553.249 553.161 553.072 552.995 552.984 552.984 552.984 552.984 552.984 552.984 552.984 552.951 552.853 552.722 552.592 552.461 552.316 552.107 551.832 551.494 551.141 550.788 550.436 550.094 549.816 549.608 549.470 549.402 549.360 549.318 549.277 549.235 549.193 549.151 549.119 549.123 549.136 549.150 549.163 549.177 549.183 549.160 549.105 549.035 548.965 548.894 548.824 548.754 548.684 551.290 551.470 551.562 551.463 551.210 550.876 550.543 550.210 549.876 549.543 549.210 548.876 548.543 548.210 547.876 547.543 547.225 547.002 546.892 546.876 546.876 546.876 546.876 546.876 546.876 546.876 546.939 547.106 547.377 547.7107 548.043 548.377 548.710 549.043 549.377 549.656 549.827 549.890 549.844 549.728 549.611 548.298 548.665 548.963 549.141 549.314 549.602 550.020 550.224 550.391 550.578 550.901 551.132 551.232 551.386 551.557 551.874 552.078 552.216 552.291 552.440 552.631 552.818 553.049 553.168 553.290 553.425 553.526 553.615 553.650 553.549 553.377 553.255 553.155 553.079 553.029 553.006 552.995 552.897 549.358 549.334 549.276 549.128 549.130 549.121 549.075 549.110 549.389 549.735 549.521 549.328 549.297 549.266 549.092 548.808 548.824 548.856 548.822 548.791 548.763 548.684 548.694 548.535 548.676 548.707 548.742 540 554 556 558 560 562 552 566 568 570 564 559.634 550.834 550.434 550.059 549.734 549.458 549.234 6.08 559.234 558.834 558.434 558.034 557.634 557.234 556.834 556.434 556.034 555.634 555.234 554.834 554.434 554.034 553.634 553.234 552.834 552.434 552.034 551.634 551.234 25.00 25.00 Proposed Flyover Top Lvl. AB1 P1 P2 25.00 P3 30.00 P4 36.00 P5 25.00 P6 25.00 P7 25.00 P8 25.00 P9 25.00 P10 25.00 AB2 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 250.00 260.00 270.00 280.00 290.00 300.00 310.00 320.00 330.00 340.00 350.00 360.00 370.00 380.00 390.00 400.00 410.00 420.00 430.00 440.00 450.00 460.00 470.00 480.00 490.00 500.00 510.00 520.00 530.00 540.00 550.00 560.00 570.00 580.00 590.00 600.00 610.00 620.00 630.00 640.00 650.00 660.00 670.00 680.00 690.00 700.00 710.00 720.00 730.00 740.00 750.00 760.00 770.00 780.00 790.00 800.00 1:23.93 1:25.00 Horizontal 1:74.47 -1:100.62 CULVERT 26.88 -1:25.00 291.00 RAMP PORTION 144.06 RAMP PORTION 200.66 OBLIGATORY SPAN 66.00 635.72 553.000 552.853 552.722 552.591 552.461 552.312 552.000 551.828 551.494 551.273 550.886 550.436 550.193 549.667 549.475 549.404 F.Lvl. 550.222 F.Lvl. 550.555 F.Lvl. 550.413 F.Lvl. 549.902 F.Lvl. 546.101 F.Lvl. 547.636 F.Lvl. 548.517 F.Lvl. 549.307 F.Lvl. 549.726 F.Lvl. 550.053 F.Lvl. 549.884 F.Lvl. 546.912 @ CH. 332.55 LONGITUDINAL SECTION SHOWING FOUNDING LEVEL 200 1050 500 100Ø PVC PIPE (TYP) RE WALL 100 THK. PCC FRICTION SLAB RTL FILL AS PER SPECIFICATIONS FRICTION SLAB SCALE 1:25 4000 RCC PEDESTAL VARIES RCC PIER DIA C/L OF PIER GIRDER DEPTH SCALE: 1: 75 TYPICAL ABUTMENT DETAILS GL FILTER MEDIA FOOTPATH FLYOVER RAMP 8.00 9.50 2.50 FOOTPATH SERVICE ROAD 7.00 1.50 CROSS SECTION A - A' C PMPML TANK ROAD 4.50 FOOTPATH 1 - 2.50 2.5% OPEN GUTTER 9.00 GRADE SEPARATOR SERVICE ROAD 35.00 40 BC 75 DBM 200 WMM 200 GSB 300 PQC 150 DLC 200 GSB 500 SUBGRADE 25 MASTIC 50 DBM VARYING EXISTING ROAD VARYING NEW ROAD 600Ø NP3 PIPE 200mm GSB 200mm WMM 110mm DBM 40mm BC 0.45 600 FILTER MEDIA FOOTPATH FLYOVER 8.00 9.50 2.50 FOOTPATH SERVICE ROAD 6.99 1.50 CROSS SECTION B - B' C PMPML TANK ROAD 4.50 FOOTPATH 1-2.50 GRADE SEPARATOR SERVICE ROAD 35.00 150mm DIA MS PIPE 80mm DIA MS PIPE @ 3.0m C/C BASE PLATE 200X200X10mm @ 3.0m C/C 6.20 6.85 25 MASTIC + 50 DBM +3MM BIT. MEM 40 BC 75mm DBM 200 WMM 200 GSB 2.5% 25 MASTIC 50 DBM 0.60 9.00 300 PQC 150 DLC 200 GSB 500 SUBGRADE EXISTING ROAD VARYING NEW ROAD 600Ø NP3 PIPE 600 FILTER MEDIA FOOTPATH FLYOVER 8.00 9.50 2.50 SERVICE ROAD CROSS SECTION G - G' PMPML TANK ROAD 4.50 FOOTPATH 1-2.50 GRADE SEPARATOR SERVICE ROAD 35.00 6.85 40 BC 75mm DBM 200 WMM 200 GSB 9.00 6.85 25 MASTIC + 50 DBM +3MM BIT. MEM 2.5% GUTTER 25 MASTIC 50 DBM 0.60 600Ø NP3 PIPE 300 PQC 150 DLC 200 GSB 500 SUBGRADE EXISTING ROAD VARYING NEW ROAD 600 FILTER MEDIA FOOTPATH 2.50 FOOTPATH SERVICE ROAD 7.00 1.50 CROSS SECTION C - C' C PMPML TANK ROAD 4.50 FOOTPATH 1-2.50 9.00 GRADE SEPARATOR SERVICE ROAD 35.00 16.10 40 BC 75mm DBM 200 WMM 200 GSB 2.5% OPEN GUTTER 600Ø NP3 PIPE 300 PQC 150 DLC 200 GSB 500 SUBGRADE VARYING EXISTING ROAD VARYING NEW ROAD 600Ø NP3 PIPE 600 FILTER MEDIA FLYOVER 8.00 15.00 SERVICE ROAD 7.00 CROSS SECTION D - D' PMPML SERVICE ROAD 30.00 FILTER MEDIA 45.00 C 7.50 7.50 40 BC 75mm DBM 200 WMM 200 GSB 40 BC 75mm DBM 200 WMM 200 GSB 200mm GSB 200mm WMM 110mm DBM 40mm BC 7
  • 9. COEP BOYS HOSTEL PRATIK NAGAR, VISHRANTWADI LOCATIONS FOR REINSTALLATION OF FOB TM ENGINEERS PVT. LTD. PROJECT MANAGEMENT CONSULTANT STRUCTURAL & INFRA. DEVELOPMENT DESIGNERS NAME OF PROJECT:- DRAWING TITLE:- REV. DATE DSCRIPTION 14/09/23 R0 PROPOSED FLYOVER AND GRADE SEPARATOR AT VISHRANTWADI JUNCTION. PUNE MUNICIPAL CLIENT:- CORPORATON PROJECT CONSULTANTS:- DWG NO:- PMC/CEPL/VISH/PLAN/02 DISMANTLING AND REINSTALLATION OF FOB DRAWN BY APPROVED BY DAW PG JL CHECKED BY DATE:14/09/23 SIZE:A3 SCALE:AS SHOWN REV. : R0 TENDER DRAWING 1 2 3 4 5 6 7 8 9 10 11 12 I H G F E D C B A J BHAGESHWARI VARIETIES JAI MATA DI NAMAH SHIVAYA D H A N O R I R O A D - - - LOHEGAON ROAD---> Y E R W A D A R O A D - - - > - - A L A N D I R O A D STR STR SHRI SAI JEWELLERS CHAITANYA FOOTWEAR SHRI RAM FASHION PRAKASH ELECTRICAL SARASWATI ENTERPRISES KESAR SWEETS STR VAGESHWARI DEVI SURAJ M EDICAL VISHWESHWAR SAHAKARI BANK THE VINOD HOSPITAL HARI OM VARIETIES STR STR SUYOG DIAGNOSTIC CENTRE YOJANA POULTRY FARM NITIN HAIRSTYLE ANAND TRADERS SHED STR NITIN GENERAL STORE SUPER CHIKAN & EGGS SHOP STR NEW MAHARASHTRA CATERERS STR SUMEDH BUDDHA VIHAR STR SHED STR STR RADHA KRISHNA STR STATE BANK OF INDIA TATA MOTORS TRENDZ FASHION HOUSE STR RESTAURANTS AND BAR SHIVKRUPA SAHAKARI PATPEDHI BALAJI HARDWARE BATA SHOES POINTS SAMSUNG OM MEDICAL MOBILE STORE WORLD OF TITAN GANPATI & DURGA MATA TEMPLE ICICI BANK HAPPY NAIK CLINIC MAYUR JEWELLERS TJSB SARASWAT BANK BANK B R T B U S S T A T I O N HOTEL RAJ STR STR STR SHED STR CORPORATION BANK VIWA SUPER SHOPEE KEDARNATH STR GENERAL HOSPITAL SHARDA HOTEL ALANDI POLICE CHOWKI KRISHNA JEWELLERS SHRI SAI JEWELLERS BANK OF MAHARASHTRA STR OTTA STR STR STR STR STR ST-10 ST-11 ST-12 ST-13 ST-14 ST-15 ST-16 ST-1 ST-2 ST-3 ST-4 ST-6 ST-9 VISHARANT WADI CHOWK T A N K R O A D T A N K R O A D T A N K R O A D T A N K R O A D T A N K R O A D T A N K R O A D T A N K R O A D T A N K R O A D 1 97.61 -------- 2 96.04 TR 3 96.13 TR 4 96.05 TR 5 96.20 TR 6 96.06 TR 7 96.33 TR 8 96.13 RE 9 96.08 RE 10 95.99 DWD 11 95.99 DWD 12 95.99 DWD 13 96.15 RCH 14 96.15 RCH 15 96.20 RCH 16 95.81 RE 17 96.23 RE 18 96.26 RE 19 95.58 RE 20 95.89 RE 21 96.15 RE 22 95.98 RE 23 95.80 DWD 24 95.77 DWD 25 95.78 SCH 26 95.78 SCH 27 95.76 SCH 28 95.54 CH 29 95.54 CH 30 95.54 CH 31 95.58 CH 32 95.56 CH 33 95.60 CH 34 95.63 FT_RE 35 95.73 FT_RE 36 95.83 RE 37 95.48 RE 38 95.61 EB 39 95.53 EB 40 95.62 EB 41 96.01 FT 42 96.16 FT 43 95.96 FT 44 96.05 FT 45 95.72 FT 46 95.67 FT 47 95.60 FT 48 97.78 STR 49 97.51 STR 50 95.93 CW 51 95.93 GET 52 95.91 GET 53 95.84 GET 54 96.18 CW 55 95.79 GET 56 95.73 GET 57 96.60 SP 58 96.62 LP 59 96.92 LP 60 96.55 SP_LP M1 96.63 -------- M2 96.67 -------- 61 96.67 -------- 62 95.69 DWD 63 95.72 DWD 64 95.72 DWD 65 95.70 DWD 66 95.75 DWD 67 95.76 DWD 68 95.74 DWD 69 95.71 DWD 70 95.78 DWD 71 95.76 DWD 72 95.68 DWD 73 95.66 DWD 93 96.71 LP 94 96.63 LP 95 96.69 LP 96 102.86 STR 97 98.06 STR 98 96.01 STR 99 97.64 STR 100 94.43 STR 101 94.90 STR 102 95.19 STR 103 94.80 STR 104 95.53 STR 105 94.92 CW 106 95.04 CW 107 95.00 CW 108 95.22 CW 109 95.10 CW 110 94.90 CW 111 94.80 CW 112 95.65 GET 113 95.74 GET 114 95.34 RE 115 95.61 FT 116 95.64 FT 117 95.40 FT 118 95.18 FT 119 95.43 FT 120 95.31 FT 121 95.25 CC_FT 122 95.26 CC_FT 123 94.70 CC_FT 124 94.64 CC_FT 125 94.77 FT 126 94.67 FT 127 95.19 FT 128 94.84 FT 129 95.72 TR 130 95.38 TR 131 95.52 EP 132 95.60 EB 133 95.62 EB 134 95.67 EB 135 95.63 TAPRI 136 95.65 TAPRI 137 95.55 TAPRI 138 94.69 STR 139 98.02 STR 140 95.64 EP 141 95.53 B_STOP 142 95.60 B_STOP 143 95.79 TR 144 95.46 FT 145 95.43 FT 146 95.44 FT 147 95.65 B_STOP 148 95.66 B_STOP 149 95.67 B_STOP 150 95.67 B_STOP 151 95.70 B_STOP 152 95.63 B_STOP 153 95.45 FT 154 95.44 FT 155 95.59 FT 156 95.71 FT 157 95.48 FT 158 95.50 FT 159 95.55 MH 160 96.17 CW 161 96.04 EB 162 96.09 EB 163 96.16 EB 164 95.98 SCH 165 95.98 SCH 166 95.96 SCH 167 95.81 GET 168 95.91 GET 169 95.48 CW 170 96.01 PL 171 96.11 PL 172 96.02 PL 173 96.10 PL 174 95.96 FT 175 95.79 FT 176 95.75 FT 177 95.79 RE 178 95.92 RE 179 95.85 RE 180 95.75 RE 181 95.74 CW 182 95.36 CW 183 95.92 GET 184 95.92 GET 185 95.96 EB 186 96.02 EB 187 96.13 EB 188 96.05 DP 189 96.07 DP 190 98.50 MUTARI 191 95.95 MUTARI 192 95.72 FT 193 95.69 FT 194 95.67 FT 195 95.55 FT 196 95.59 FT 197 95.62 FT 198 95.54 B_STOP 199 95.57 B_STOP 200 95.55 B_STOP 201 95.61 SCH 202 95.59 SCH 203 95.59 SCH M3 96.21 -------- M4 96.21 -------- 204 95.50 SCH 205 95.51 SCH 206 95.49 SCH 207 95.77 TR 208 95.31 TR 209 95.54 LP 210 96.51 LP 211 95.10 TR 212 95.15 TR 213 95.35 TR 214 95.57 TR 215 95.66 TR 216 95.62 EB 217 95.65 EB 218 96.22 -------- 219 95.79 WALL 220 95.75 WALL 221 95.81 WALL 222 95.90 WALL 223 95.72 WALL 224 96.07 WALL 225 95.73 BRIDE 226 95.80 BRIDE 227 96.26 BRIDE 228 96.77 BRIDE 229 94.69 CW 230 95.41 CW 231 95.07 CW 232 92.59 NB 233 95.97 MH 234 95.47 TOILET 235 95.91 TOILET 236 95.97 TOILET 237 95.56 WALL 238 95.53 WALL 239 95.84 WALL 240 95.55 CH 241 95.56 CH 242 95.56 CH 243 97.72 STR 244 94.39 W_PAIPE 245 96.44 SHED 246 96.04 SHED 247 95.94 SHED 248 94.51 STR 249 94.87 STR 251 95.75 LP M5 95.74 -------- 252 97.62 STR 253 98.06 STR 254 98.54 STR 255 97.52 SHED 256 96.90 SHED 257 95.51 FT 258 95.53 FT 259 95.61 TR 260 95.73 -------- 261 96.00 BRIDE 262 95.93 BRIDE 263 96.01 BRIDE 264 96.11 BRIDE 265 96.14 BRIDE 266 96.49 BRIDE 267 96.06 BRIDE 268 95.80 W_PAIPE 269 95.10 PL 270 95.12 PL 271 92.76 NB 272 92.69 NB 273 95.32 CW 274 94.67 CW 275 96.17 CW 276 97.25 LP 277 95.85 LP 280 95.22 EB281 95.65 EB 291 95.64 CH 292 95.67 CH 293 95.65 CH 298 94.78 CH 299 94.80 CH 300 94.80 CH 302 95.67 FT 303 95.81 FT 304 95.79 FT 316 95.19 EB 322 94.94 SHED 323 94.85 SHED 324 94.87 RE 325 95.55 RE_CC 326 95.50 CC 327 95.59 CH 328 95.57 CH 329 95.58 CH 330 95.74 RE 331 95.68 CH 332 95.66 CH 333 95.66 CH 334 95.53 CH 335 95.50 CH 336 95.51 CH 337 95.49 FT 338 95.45 FT 342 95.62 CW 343 94.09 STR 344 94.54 STR ATHARV HOSPITAL ANKIT KASTURBA HOSING SOCIETY A K H I L V I S H R A N T W A D I M H A S O B A P R A T I S H T H A N STR DARBAR MAHARASHTRIAN STR STR CHAITANYA NARSING HOME TOILET TAPRI STR MOTORS RAJ SHED SHED SHED PMPML BUS STOP TOILET ACADEMY BUS STOP KANIKA ARTS SALON & PERSONA J M P R O P E R DSC 1 100.15 -------- M15 99.35 -------- M16 99.05 -------- 2 99.35 -------- 3 98.52 DWD 4 98.53 DWD 5 98.28 RE 6 98.03 FT 7 98.00 FT 8 98.01 RNG_ROAD 9 98.15 RNG_ROAD 10 98.22 RE_FT 11 98.29 FT 12 98.02 FT 13 98.15 FT 14 97.82 RE_FT 15 97.84 FT 16 97.82 RE 17 97.42 FT_RE 18 97.44 FT_RE 19 99.73 STR 20 98.04 STR 21 98.11 STR 22 98.37 STR 23 98.81 STR 24 98.81 STR 25 98.86 STR 26 98.63 STR 27 98.61 STR 28 98.33 STR 29 98.36 STR 30 103.27 STR 31 98.14 LP 32 98.39 TR 33 98.18 BUS_STOP 34 98.17 BUS_STOP 35 98.20 BUS_STOP 36 97.69 TR 37 98.24 EB 38 98.23 EB 39 98.26 EB 40 99.10 LP 41 98.85 LP 43 99.80 STR 44 99.52 STR 45 98.78 STR 46 98.56 STR 47 98.08 STR 48 98.34 STR 49 98.30 STR 50 98.83 STR 51 98.67 STR 52 98.63 TEMPAL 53 98.44 TEMPAL 54 98.37 TEMPAL 55 98.35 SHED M17 98.05 -------- 56 97.80 TR 57 98.34 TR 58 97.77 DWD 59 97.78 DWD 60 97.78 DWD 61 97.94 DWD 62 97.92 DWD 63 97.94 DWD 66 97.54 RE_FT 67 97.67 RE_FT 68 97.24 FT 69 97.21 RNG_ROAD 70 97.30 RNG_ROAD 71 97.32 FT 72 97.28 RE 73 97.22 RE 74 97.34 SHED 75 97.45 SHED 76 97.28 SHED 77 97.66 LP 78 97.38 TR 79 97.03 LP 92 98.25 LP 94 97.48 FT 95 97.05 RNG_ROAD 96 97.04 RNG_ROAD 97 97.12 FT 98 97.29 SCH 99 97.20 SCH 100 97.22 SCH 101 97.20 MH 102 97.26 MH 104 97.22 SHED 105 97.20 SHED 106 97.01 SHED 125 96.35 FT VASTRAM M UKESH GENERAL STORES SAINATH TAILORS RENUKA S H R I N G A R PANCHAM SILVER GOLD RAHUL TRADERS CLINIC SEJAL COLLECTION J.P.SERVICE CENTER NEW POONA BAKERY STR AJMERA BORA MAHALAXMI TEMPLE ASOCIAT S & K CHICKEN NEW BISMILLAH CHICKEN DARVEYS CHICKEN VISHAL GAS M15 M16 M17 M1 M2 M3 M4 M5 NA LA NA LA FOOT OVER BRIDGE 8
  • 10. PUNE MUNICIPAL CORPORATION SHIVAJINAGAR, PUNE – 411 005, MAHARASHTRA Tel: 020-25501000, Fax: 020-25501203 Website: www.punecorporation.org DPR PREPARED BY M/S. CREATIONS ENGINEERS PVT. LTD. 5, STAFF COLONY, SECTOR -27, PCNT, NIGADI – 411044 info@creations-pune.com M/S. PRITAM ENTERPRISES ENGINEERS & CONSULTANTS D-101, YASHODHAN SOCIETY, NEAR VIIT COLLEGE, KONDHWA (BK), PUNE - 411048 9112213921 pe.pune2017@gmail.com